JP2000257174A - Connector, apparatus for connecting column, beam, girder, etc., using the same, and method for connecting column, beam, girder, etc. - Google Patents
Connector, apparatus for connecting column, beam, girder, etc., using the same, and method for connecting column, beam, girder, etc.Info
- Publication number
- JP2000257174A JP2000257174A JP11370228A JP37022899A JP2000257174A JP 2000257174 A JP2000257174 A JP 2000257174A JP 11370228 A JP11370228 A JP 11370228A JP 37022899 A JP37022899 A JP 37022899A JP 2000257174 A JP2000257174 A JP 2000257174A
- Authority
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- Prior art keywords
- connector
- structural member
- joint
- joining
- adhesive
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、木材や集成材同
士、又は、木材と石材やコンクリートとを接合する接合
具、及びそれを用いて柱,梁,桁等が木材や集成材等か
らなる木造建築物の構造部材同士を緊結接合し耐力壁や
筋交いを不要にするとともに、増築や既存建屋の耐震補
強ができる構造部材の接合構造、並びに構造部材を簡単
かつ確実強固に接合できる構造部材の接合方法に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining tool for joining wood or laminated wood or between wood and stone or concrete, and using the same, columns, beams, girders, etc. are made of wood or laminated wood. Tightening and joining structural members of wooden buildings to eliminate the need for load-bearing walls and braces, as well as for joining structures of structural members that can be added to buildings and seismic reinforcement of existing buildings, and structural members that can easily and securely join structural members It relates to a joining method.
【0002】[0002]
【従来の技術】近年、住宅等の建築時の省力化、合理化
又は木造建築物の強度の向上を目的として、接合具や金
具、箱金物等を用いた仕口や継手等により、梁と桁,柱
と梁,胴差と通し柱等を接合する構造部材の接合構造や
接合方法が開発されている。また、阪神大震災を含め毎
年、地震や台風等で特に木造住宅が大きな被害を被るこ
とが多く、木造建築物の各構造部材同士の接合構造にお
いて、仕口等の接合部の強度向上を含めて建築物全体の
構造強度の向上を図った構造部材の接合構造や接合方法
が種々開発されている。例えば、実開昭63−1620
08号公報(以下、イ号公報という)には、タンバック
ルの筋交の一端が締結される通孔をもつ補強板を備え、
かつ、方形の軸部通孔を適数個穿設されたL型当接板か
ら成る込栓締結部材と、該部材のL型当接板の軸部通孔
の一つおきの軸部通孔と合致する2個の方形の通孔をも
つ座金と、L型当接板が当接された横架材と柱材の当接
面に垂直に、予め設けられた込栓穴に埋設される埋設部
の先端に突設された方形の軸部が、L型込栓締結部材の
L型当接板と該当接板に重ねられた座金との軸部通孔に
嵌合されて締結される込栓部材と、埋没された込栓部材
の埋設部の込栓釘通孔に、横架材や柱材の側面に予め設
けられた込栓釘通孔に連通する込栓釘案内穴から打釘さ
れる込栓釘とからなる木造建築用軸組金具が開示されて
いる。また、特開平9−41391号公報(以下、ロ号
公報という)には、木柱埋め込み用接ぎ手金具を木柱の
柱脚木口から、同軸心に合致させて形成した埋め込み孔
に挿入し、木柱埋め込み等接ぎ手金具の各通孔に対応す
る如くして予め木柱の柱脚辺りに形成した貫通孔から、
固定ボルトを差し込んで木柱埋め込み用接ぎ手金具の各
通孔に貫通して木柱の反対側の側面から突出させ、その
突出状とした固定ボルトの先端側に横架材受け金具を嵌
合させてからナット締めし、この横架材受け金具共々木
柱埋め込み等接ぎ手金具を木柱の柱脚に固定する木柱埋
め込み用接ぎ手金具の一体化構造、およびそれを使用し
た木柱接ぎ手構造が開示されている。更に、最近、敷地
の狭い都会地で木造3階建て住宅の着工数が増加してお
り、土地柄、敷地が狭いため1階に車庫を設けることを
要求され1階に大きな間口を要す場合が多い。以下、1
階に車庫を設けた3階建ての住宅の一例について、図面
を用いて説明する。図15(a)は3階建て住宅の1階
平面図であり、図15(b)は3階建て住宅の2階平面
図であり、図15(c)は3階建て住宅の3階平面図で
ある。図中、90a,90bは柱、91は柱90b間に
配置された耐力壁、92は車庫、92aは車庫92の開
口した間口である。図15の3階建て住宅では、車庫9
2の間口92aを要すため柱90a間には柱90b間の
ように、耐力壁91を配置することができないととも
に、車庫92の上方に2階と3階の荷重がかかるため、
従来から、柱90aに大型の構造部材を使用したり、1
階だけを鉄筋構造にしたりしている。2. Description of the Related Art In recent years, for the purpose of labor saving and rationalization at the time of building a house or the like or improvement of the strength of a wooden building, beams and girders are provided by means of joints and fittings using joints, metal fittings, box hardware and the like. A joining structure and a joining method of structural members for joining columns, beams and trunks and through columns have been developed. Also, every year, including the Great Hanshin Earthquake, wooden houses are often severely damaged by earthquakes and typhoons, etc.In the joint structure of structural members of wooden buildings, including the improvement of joints such as joints etc. Various joining structures and joining methods of structural members aiming at improving the structural strength of the entire building have been developed. For example, Japanese Utility Model Application Laid-Open No. 63-1620
No. 08 (hereinafter referred to as “No. A”) is provided with a reinforcing plate having a through hole to which one end of the tambuckle braces is fastened,
And a plug fastening member comprising an L-shaped abutment plate having an appropriate number of rectangular shaft through-holes, and every other shaft through-hole of the L-shaped abutment plate of the member. A washer having two rectangular through-holes matching the holes, and an L-shaped abutment plate is buried in a plug hole provided in advance so as to be perpendicular to the abutting surface of the abutting member and the column member abutted. A square shaft protruding from the tip of the buried portion is fitted and fastened to a shaft through hole of the L-shaped contact plate of the L-shaped plug stopper and the washer stacked on the corresponding plate. The plug member and the plug nail hole of the buried portion of the buried plug member, from the plug nail guide hole communicating with the plug nail hole provided in advance on the side surface of the horizontal member or the pillar material. A timber fitting for a wooden building, which includes a nail to be nailed, is disclosed. Also, in Japanese Patent Application Laid-Open No. 9-41391 (hereinafter referred to as “B”), a wooden column embedding joint fitting is inserted from a column base of a wooden column into a buried hole formed to coincide with a coaxial center. From the through-holes formed in advance around the column bases of the wooden pillars so as to correspond to each through hole of the joint fitting such as the wooden pillar embedded,
Insert the fixing bolt, penetrate through each through hole of the joint fitting for embedding the wooden pole, protrude from the opposite side of the wooden pole, and fit the crosspiece receiving bracket to the tip side of the protruding fixing bolt After that, tighten the nuts, and fix the joints for the horizontal pillars and the wooden pillars to the pillars of the wooden pillars. A hand structure is disclosed. Furthermore, recently, the number of starts of wooden three-story houses has increased in urban areas with small sites, and due to the small size of the site and the need for a garage on the first floor, which requires a large frontage on the first floor. There are many. Below, 1
An example of a three-story house having a garage on the floor will be described with reference to the drawings. 15A is a plan view of the first floor of a three-storey house, FIG. 15B is a plan view of the second floor of a three-storey house, and FIG. FIG. In the drawing, 90a and 90b are columns, 91 is a load-bearing wall disposed between the columns 90b, 92 is a garage, and 92a is an open frontage of the garage 92. In the three-storey house shown in FIG.
Since two frontage portions 92a are required, the load bearing walls 91 cannot be arranged between the columns 90a as between the columns 90b, and the loads on the second and third floors are applied above the garage 92,
Conventionally, a large structural member has been used for the column 90a,
Only floors are reinforced.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記従
来の接合具や接合構造,接合方法では、以下の課題を有
していた。木造建築物の施工時に構造部材に金具や金物
等を装着しこれにボルトやナット等を介して固定せねば
ならず、施工作業性に欠けるとともに、施工時の作業が
煩雑で作業性に欠け、また、木材の伸縮により数年で固
定力が低下しガタが生じ易く接合強度の信頼性に欠け
る。曲げや引張り、圧縮、剪断等の物理的強度を要する
ため、金具や金物等が大型で重量があり運搬性に欠け、
更に高所作業では安全性に欠ける。木材からなる構造部
材同士をボルトやナットで固定したものでは、木材の伸
縮により数年で締付力が低下しガタが生じ易いととも
に、ボルトやナット、金物等の金属部分の酸化により物
理的強度が低下し信頼性や耐久性に欠ける。また、従来
の接合構造では、ピン接合のため木造建築物の強度が不
十分で、筋交い、構造用合板、鋼製ブレース等を要し、
しかも、地震時等には筋交いが折れたり、外れたりして
本来の役目を果たさないことがあり、信頼性に欠けると
いう課題を有していた。更に、特にイ号公報やロ号公報
の接合具を用いた接合方法では、以下の課題を有してい
た。イ号公報の木造建築用軸組金具では、込栓部材を埋
設するために予め横架材と柱材の当接面に垂直な込栓穴
と、込栓部材の込栓釘通孔に連通する込栓釘案内穴とを
横架材や柱材の側面に予め設ける必要が有り、また、ロ
号公報の木柱埋め込み用接ぎ手金具では、木柱埋め込み
用接ぎ手金具を挿入する埋め込み孔を木柱の柱脚木口か
ら同軸心に合致させて形成し、更に、木柱埋め込み用接
ぎ手金具の各通孔に対応する貫通孔を予め木柱の柱脚辺
りに形成する必要が有り、いずれも各穴の形成作業性に
欠けるとともに、各金具に形成された通孔と柱材等の各
部材に形成された穴とを合致させる手間を要し、構造部
材の接合作業性に欠ける。また、図13に示すような、
従来の3階建て住宅では、1階に車庫92を設けている
ため、柱90a間に耐力壁を配置することができないと
ともに、車庫92の上方に2階,3階の荷重がかかり、
地震の際等には、車庫92の柱90aから破壊される可
能性が高く、耐震性や安全性に欠けるという課題を有し
ていた。また、車庫92の間口92aを形成し耐力壁9
1を有していないため、地震や2階乃至3階の振動で住
宅が揺れ易く、その際、特に、3階の壁のクロスが歪ん
だり破れたりする可能性が有るという課題を有してい
た。更に、柱90aに大型の構造部材を使用したり、1
階だけを鉄筋構造にしたりした場合、建築の手間がかか
り建築施工性に欠けるとともに、コスト高を引き起こす
という課題を有していた。However, the above-mentioned conventional joining tools, joining structures and joining methods have the following problems. At the time of construction of a wooden building, it is necessary to attach metal fittings and hardware to structural members and fix them via bolts and nuts, etc., as well as lacking workability, the work at the time of construction is complicated and lacks workability, Further, the fixing force is reduced in several years due to the expansion and contraction of the wood, and the play is likely to be loose, and the reliability of the bonding strength is lacking. Since it requires physical strength such as bending, tension, compression, and shearing, metal fittings and hardware are large and heavy, and lack transportability.
In addition, safety is poor when working at heights. When the structural members made of wood are fixed with bolts and nuts, the tightening force is reduced in several years due to the expansion and contraction of the wood, and play is likely to occur, and the physical strength of the metal parts such as bolts, nuts, and hardware is oxidized And the reliability and durability are lacking. In addition, in the conventional joint structure, the strength of the wooden building is insufficient due to the pin joint, requiring bracing, structural plywood, steel braces, etc.
In addition, in the event of an earthquake or the like, the brace may be broken or dislodged and may not fulfill its original function, and thus has a problem of lack of reliability. Furthermore, in particular, the joining method using the joining tool disclosed in Japanese Patent Application Laid-Open Publication Nos. A and B-2002 has the following problems. In the wooden bracket for wooden construction of Japanese Patent Publication No. A, in order to embed the plug member, the plug member is previously communicated with the plug hole perpendicular to the contact surface between the horizontal member and the column member and the plug hole of the plug member. It is necessary to provide in advance a spigot guide hole to be provided on the side surface of the horizontal member or the column material. It is necessary to form a through hole corresponding to each through hole of the joint fitting for embedding a wooden pole in advance around the column base of the wooden pole, In any case, the workability of forming each hole is lacking, and the labor required to match the through hole formed in each fitting with the hole formed in each member such as a pillar is required, and the workability of joining structural members is lacking. Also, as shown in FIG.
In a conventional three-story house, since the garage 92 is provided on the first floor, a load-bearing wall cannot be arranged between the columns 90a, and the loads on the second and third floors are applied above the garage 92,
In the event of an earthquake or the like, there is a high possibility that the vehicle will be destroyed from the pillar 90a of the garage 92, and there is a problem that the vehicle lacks earthquake resistance and safety. In addition, the frontage 92a of the garage 92 is formed and the load bearing wall 9 is formed.
Because the building does not have the structure 1, the house is likely to shake due to the earthquake or the vibration of the second or third floor. In this case, there is a problem that the cross of the third floor wall may be distorted or broken. Was. Further, a large structural member may be used for the column 90a,
If only the floors have a reinforced structure, it takes time and effort to build the construction, and the construction workability is poor.
【0004】本発明は上記従来の課題を解決するもの
で、簡単な構造でかつ接合作業性に優れ施工期間を著し
く短縮できるとともに、構造強度の高い接合具の提供、
及び、木造建築物の構造強度を向上できるとともに増築
や既存建屋の耐震補強ができ、特に、接合金具と併用し
て該接合具を使用した場合に、特に強固な接合力を得る
ことができ更に、地震で接合金具と接合具の何れかが万
が一破損した場合にも建築物が完全に破壊されることな
く耐震性や安全性に優れ、また、施工作業時の安全性に
優れるとともに、汎用性に優れ未熟練者でも簡単かつ確
実に接合強度に優れた接合ができる構造部材の接合構
造、並びに、施工作業性を著しく向上できるとともに、
構造部材の接合技術を単純化し作業工数を削減でき施工
期間を著しく短縮することができる構造部材の接合方法
を提供することを目的とする。The present invention solves the above-mentioned conventional problems, and provides a joining tool having a simple structure, excellent joining workability, capable of remarkably shortening the construction period, and having high structural strength.
And, while being able to improve the structural strength of a wooden building, it can be added to an existing building or an earthquake-resistant reinforcement, and especially when the joint is used in combination with a joint, a particularly strong joint can be obtained. Even if one of the fittings and fittings is damaged by an earthquake, the building is not completely destroyed and has excellent seismic resistance and safety, and also has excellent safety during construction work and versatility The joining structure of the structural members, which can be easily and reliably joined even by unskilled persons with excellent joining strength, and the workability of construction can be significantly improved,
An object of the present invention is to provide a method for joining structural members, which simplifies the joining technique of structural members, reduces the number of work steps, and can significantly shorten the construction period.
【0005】[0005]
【課題を解決するための手段】上記従来の課題を解決す
るために本発明における接合具及びそれを用いた構造部
材の接合構造並びに構造部材の接合方法は、以下の構成
を有している。本発明の請求項1に記載の接合具は、
a.棒状の胴部と、b.前記胴部の一端に形成された尖
鋭状若しくはその表面に螺子状部を有した先端部と、
c.前記胴部の他端に形成され端面に膨出面や平面等か
らなる打込部若しくは+状,−状,六角形状等の切削部
や突起部を備えた膨出状や平面状,ナット状,逆台錐状
等からなる締付部を有した頭部と、d.前記胴部の略軸
心の長手方向に形成された中空部と、e.前記頭部の前
記端面から前記中空部に連通した接着剤の注入口と、
f.前記胴部の外周面から前記中空部に連通して穿設さ
れた1乃至複数の接着剤の吐出口と、を備えた構成を有
している。Means for Solving the Problems In order to solve the above-mentioned conventional problems, a joining tool according to the present invention, a joining structure of a structural member using the joining tool, and a joining method of a structural member have the following configurations. The connector according to claim 1 of the present invention,
a. A rod-shaped body, b. A sharp end formed at one end of the body, or a tip having a threaded portion on its surface,
c. A swelling shape, a flat shape, a nut shape, and a punched portion formed at the other end of the body portion and having a swelling surface or a flat surface at the end surface thereof, or a cutting portion or a protruding portion such as a +,-, or hexagonal shape. A head having a fastening portion having an inverted frustum shape or the like; d. A hollow portion formed substantially in the longitudinal direction of the axis of the body, e. An inlet for an adhesive that communicates with the hollow portion from the end face of the head,
f. And a discharge port for one or a plurality of adhesives drilled from the outer peripheral surface of the trunk portion to communicate with the hollow portion.
【0006】これにより、以下の作用が得られる。 a.木材間や集成材間若しくは木材と集成材同士、又
は、木材と石材やコンクリート等の部材同士を接合する
際に、接合する部材に接合具の長さよりも短い深さの挿
入部を形成して接合具を挿入部に挿入し、接合具の先端
部を挿入部の底部に打設又は螺着するだけで、各部材同
士を接合することができる。 b.接合具の長手方向に中空部を備えているとともに中
空部に連通して穿設された接着剤の吐出口を備えている
ため、注入口から中空部に接着剤を注入することにより
吐出口から接合具の外周面及び接合具が挿入された部材
の挿入部の周壁間に接着剤を充填することができ、部材
同士を緊結し剛接合ができる。 c.複数の該接合具を用いて部材同士を接合する場合、
接合具の胴部等の外径を小さくすることができ、部材の
断面欠損を減少させ部材の強度の低下を防止することが
できる。 d.部材に形成された接合具を挿入する挿入部に金属製
等の高強度部材からなる接合具が接着剤で埋設固定され
るので、高剪断,高張力の剛接合を維持できる。 e.部材同士をコの字状の箱金物やフック状の金物等の
接合金具で接合した後、各部材に形成した挿入部に接合
具を挿入するとともに挿入部の底部に接合具の先端部を
打設若しくは螺着し、接合具の中空部に接着剤を注入し
て部材同士を緊結固定することができるため、接合金具
で部材同士の仮固定した後に部材同士を正確に接合でき
部材同士の当接面を密着させ接着剤の漏れを防止できる
とともに、接合金具に加えて該接合具で部材同士の剪
断,張力等の接合強度を維持することができる。 f.先端部に螺子状部を有している場合、該接合具を部
材の挿入部に挿入して挿入部の底部に先端部をねじ込む
ことができるため、部材同士を引き寄せて部材同士の当
接面を密着させることができ、部材同士の当接面から接
着剤が漏れるのを防止でき、部材同士の接合に接合金具
を用いない場合でも、部材同士を確実に密着して接合で
きる。Thus, the following operation is obtained. a. When joining between wood and glulam, or between wood and glulam, or between wood and stone, concrete, and other members, form an insertion section with a depth shorter than the length of the joint in the joining member. The members can be joined to each other simply by inserting the joining tool into the insertion section and driving or screwing the tip end of the joining tool to the bottom of the insertion section. b. Since the connector has a hollow portion in the longitudinal direction and has a discharge port for adhesive drilled in communication with the hollow portion, the adhesive is injected from the injection port into the hollow portion to discharge the adhesive from the discharge port. The adhesive can be filled between the outer peripheral surface of the joining tool and the peripheral wall of the insertion portion of the member into which the joining tool has been inserted, and the members can be tightly joined to each other for rigid joining. c. When joining members using a plurality of the joining tools,
It is possible to reduce the outer diameter of the body portion or the like of the joining tool, thereby reducing the loss of the cross section of the member and preventing the member from decreasing in strength. d. Since a connector made of a metal or other high-strength member is buried and fixed with an adhesive in an insertion portion into which the connector formed in the member is inserted, a high-shear, high-tension rigid connection can be maintained. e. After joining the members with joining metal fittings such as U-shaped box hardware and hook-shaped metal fittings, insert the joining tool into the insertion section formed on each member, and strike the tip of the joining tool at the bottom of the insertion section. Since the members can be tightly fixed by joining or screwing and injecting an adhesive into the hollow portion of the joint, the members can be accurately joined after the members are temporarily fixed with the joint metal, and the members can be properly fixed. The contact surfaces can be brought into close contact with each other to prevent the adhesive from leaking, and in addition to the joining metal fitting, the joining strength such as shearing and tension between the members can be maintained by the joining tool. f. When the distal end portion has a threaded portion, the connector can be inserted into the insertion portion of the member and the distal end portion can be screwed into the bottom portion of the insertion portion. Can be prevented from leaking from the contact surfaces of the members, and the members can be securely adhered to each other and joined even when the joining metal fitting is not used for joining the members.
【0007】ここで、接合具の胴部としては、断面を円
形状に形成する他,略楕円形,三角形や四角形,六角形
等の略多角形状に形成してもよい。接合具の先端部とし
ては、尖鋭端部を有したものが用いられ、特に、尖鋭状
の表面に螺子状部を有していない場合は、円錐状や釘先
状等の多角錐状等に形成される。接合具の頭部として
は、先端部に螺子状部を有している場合は、端面に+
状,−状,六角形状等の切削部や突起部を備えた膨出状
や平面状,ナット状,逆台錐状等からなる締付部が形成
され、先端部に螺子状部を有していない場合は、端面に
膨出面や平面等からなる打込部が形成されたものが用い
られる。Here, the body of the connector may be formed in a substantially elliptical shape, a triangular shape, a quadrangle shape, a hexagonal shape or the like in addition to a circular cross section. As the distal end of the connector, one having a sharp end is used, and in particular, when there is no screw-like portion on the sharp surface, it has a polygonal pyramid shape such as a conical shape or a nail point shape. It is formed. If the head of the connector has a screw-shaped portion at the tip, a +
, Swelling, flat, nut-shaped, inverted frustum-shaped, etc. with cutting parts such as,-, hexagonal, etc., and a screw-shaped part at the tip In the case where it is not used, the one having a driving portion formed of a swelling surface or a flat surface on the end surface is used.
【0008】接合具の頭部としては、頭部の外径を胴部
の外径の1.2倍〜2.5倍、好ましくは1.5倍〜2
倍に形成される。これにより、中空部に接着剤を注入し
て該接合具の外周面及び接合具が挿入された部材の挿入
部の周壁間に接着剤を充填した際に接着剤が頭部側から
溢れ出るのを防止できる。頭部の外径が胴部の外径の
1.5倍より小さくなるにつれ接着剤が頭部側から溢れ
出易くなる傾向が有り、頭部の外径が胴部の外径の2倍
より大きくなるにつれ頭部が部材から大きく突出する傾
向が有り、いずれも好ましくない。更に、接合具の材質
としては、ステンレス鋼,クロム,鉄鋼,カーボン鉄鋼
等の鉄製品やアルミニウム合金等の金属製の他、カーボ
ン繊維やボロン繊維,ガラス繊維,金属繊維等の有機や
無機の繊維と合成樹脂で成形加工したものが用いられ
る。The outer diameter of the head is 1.2 times to 2.5 times, preferably 1.5 times to 2 times the outer diameter of the torso.
Formed twice. Thereby, when the adhesive is injected into the hollow portion and filled between the outer peripheral surface of the joint and the peripheral wall of the insertion portion of the member into which the joint is inserted, the adhesive overflows from the head side. Can be prevented. As the outer diameter of the head becomes smaller than 1.5 times the outer diameter of the torso, the adhesive tends to overflow from the side of the head, and the outer diameter of the head becomes larger than twice the outer diameter of the torso. As the size increases, the head tends to protrude greatly from the member, which is not preferable. Further, as a material of the joining tool, in addition to iron products such as stainless steel, chromium, steel, and carbon steel, and metals such as aluminum alloys, organic and inorganic fibers such as carbon fiber, boron fiber, glass fiber, and metal fiber. And what was processed with synthetic resin is used.
【0009】接合具の中空部及び中空部に連通した接着
剤の吐出口や注入口としては、接合具の胴部の外径の約
1/20倍〜16/20倍、好ましくは約1/10倍〜
5/10倍の大きさの直径を有した断面が略円形状に形
成される。尚、接着剤の粘性や接合具の材質にもよる
が、直径が接合具の胴部の外径の1/10倍より小さく
なるにつれ中空部内での接着剤の流動性に欠け接着剤の
注入に時間がかかる傾向があり、5/10倍よりも大き
くなるにつれ接合具の機械的強度が損なわれる傾向があ
り、いずれも好ましくない。吐出口としては、中空部に
連通して接合具の胴部の直径方向に貫通して1以上形成
される。複数形成するときは、中空部を中心に略放射状
に形成してもよい。注入時間を短縮することができるた
めである。また、中空部から対称の位置に形成すると、
中空部に注入された接着剤を接合具の外周面に略均等に
吐出することができ、接着剤の充填ムラを防止できるの
で好ましい。また、吐出口の形成位置としては、接合具
を部材の上面から下方に傾斜して挿入する場合、吐出口
を接合具の胴部の先端部側に形成し、接合具を部材の下
面から上方に傾斜して挿入する場合、吐出口を接合具の
胴部の頭部側に形成するのが好ましい。これにより、接
合具の外周面及び接合具が挿入された部材の挿入部の周
壁間に接着剤を満遍なく充填することができる。[0009] The discharge port and the injection port of the adhesive communicating with the hollow portion of the connector are about 1/20 to 16/20 times, preferably about 1/20 times the outer diameter of the body of the connector. 10 times ~
A cross section having a diameter 5/10 times as large is formed in a substantially circular shape. In addition, depending on the viscosity of the adhesive and the material of the connector, as the diameter becomes smaller than 1/10 times the outer diameter of the body of the connector, the flow of the adhesive in the hollow portion is lacking as the diameter becomes smaller than 1/10. And the mechanical strength of the connector tends to be impaired as the ratio becomes larger than 5/10 times, which is not preferable. One or more discharge ports are formed so as to communicate with the hollow part and penetrate in the diameter direction of the body part of the connector. When a plurality are formed, they may be formed substantially radially around the hollow portion. This is because the injection time can be shortened. Also, if formed at a symmetrical position from the hollow part,
It is preferable because the adhesive injected into the hollow portion can be almost uniformly discharged to the outer peripheral surface of the joining tool, and uneven filling of the adhesive can be prevented. In addition, as for the formation position of the discharge port, when the connector is inserted obliquely downward from the upper surface of the member, the discharge port is formed at the tip end side of the body of the connector, and the connector is positioned above the lower surface of the member. When the connector is inserted obliquely, it is preferable to form the discharge port on the head side of the body of the connector. Thereby, the adhesive can be evenly filled between the outer peripheral surface of the joint and the peripheral wall of the insertion portion of the member into which the joint is inserted.
【0010】本発明の請求項2に記載の接合具は、請求
項1に記載の発明において、前記先端部が前記胴部の一
端面に前記胴部と同軸状に突設固定又は着脱自在に前記
胴部と同軸状に突設され、前記先端部の最大外径が前記
胴部の外径より小さい構成を有している。According to a second aspect of the present invention, there is provided the connector according to the first aspect, wherein the distal end portion protrudes from one end surface of the body portion coaxially with the body portion and is fixed or detachable. The protruding portion is provided coaxially with the body, and has a configuration in which the maximum outer diameter of the tip is smaller than the outer diameter of the body.
【0011】これにより、請求項1の作用に加えて、以
下の作用を有する。 g.先端部の最大外径が胴部の外径より小さく形成(先
端部が胴部と尖鋭部を備えその胴部の最大外径が該接合
具の胴部より細く形成)されているので、該接合具を挿
入する挿入部を部材の表面側に形成した際や、該接合具
が部材の挿入部に斜めに挿入された際等に、該接合具の
先端部により部材の表面(外周壁面)に割れ等が発生す
るのを防止できる。 h.先端部が胴部より細く形成されているので、該接合
具を集成材に打設又は螺着した際に、先端部が部材を押
し広げる力を小さくすることができ、ラミナと呼ばれる
薄い単板を張り重ねて製造された集成材を該接合具で接
合する場合にも、集成材表面のラミナが剥がれたり、部
分的に浮き上がったり、割れたりするのを防止できる。 i.先端部を胴部に着脱自在に突設した場合、部材の材
質等に応じて長さや材質等の異なる先端部に交換するこ
とができ、該接合具の使用性や汎用性を向上できる。Thus, the following operation is obtained in addition to the operation of the first aspect. g. Since the maximum outer diameter of the distal end portion is formed smaller than the outer diameter of the trunk portion (the distal end portion has a trunk portion and a sharp portion, and the maximum outer diameter of the trunk portion is formed smaller than the trunk portion of the joining tool). When the insertion portion for inserting the connector is formed on the surface side of the member, or when the connector is obliquely inserted into the insertion portion of the member, the surface of the member (outer peripheral wall surface) is formed by the distal end of the connector. Cracks and the like can be prevented from being generated. h. Since the tip portion is formed thinner than the body portion, when the joining tool is driven or screwed into the glued laminated lumber, the force by which the tip portion pushes out the member can be reduced, and a thin veneer called lamina When the glued laminated lumber produced by laminating the laminated materials is joined with the joining tool, it is possible to prevent the lamina on the surface of the glued laminated wood from peeling off, partially rising or cracking. i. When the distal end is detachably protruded from the body, the distal end can be replaced with a distal end having a different length or material depending on the material or the like of the member, and the usability and versatility of the connector can be improved.
【0012】ここで、先端部としては、基部側(胴部
側)から端部側にかけて円錐状や釘先状等の多角錐状に
形成されたものや、基部側の断面が円形状や多角形状の
胴部を有し、端部のみが円錐状や釘先状等の多角錐状等
の尖鋭状に形成されたもの、若しくは、端部側表面のみ
又は全表面が螺子状に形成されたもの等が用いられる。
また、先端部を胴部に着脱自在に突設する場合、胴部の
一端面に雌螺子部,先端部の基部側に雄螺子部を形成、
胴部の一端面に先端部の基部側が嵌合される嵌合凹部を
形成、等して先端部を胴部に螺着や嵌着等により着脱自
在に突設する。また、先端部の材質としては、胴部と同
一の材質でも、異なる材質でもよい。先端部の基部側の
直径(最大外径)としては、3mm〜8mm、好ましく
は、4mm〜7mmに形成される。先端部の材質や該接
合具で接合する部材にもよるが、先端部の基部側の直径
が4mmより小さくなるにつれ、先端部の強度に欠け該
接合具の耐久性の低下を引き起し易い傾向が有り、7m
mより大きくなるにつれ、該接合具を部材に打設又は螺
着した際に部材の表面が割れ易くなる傾向が有り、いず
れも好ましくない。Here, the tip portion may be formed in a polygonal pyramid shape such as a conical shape or a nail point shape from the base side (body portion side) to the end portion side, or may have a circular or polygonal cross section on the base side. It has a torso shape, only the end is formed in a sharp shape such as a polygonal pyramid such as a cone or a nail, or only the end side surface or the entire surface is formed in a screw shape Things etc. are used.
In addition, when the tip portion is detachably protruded from the body portion, a female screw portion is formed on one end surface of the body portion, and a male screw portion is formed on the base side of the tip portion,
A fitting recess into which the base side of the tip is fitted is formed on one end surface of the body, and the tip is removably protruded from the body by screwing, fitting, or the like. The material of the tip may be the same as or different from the body. The diameter (maximum outer diameter) on the base side of the distal end is 3 mm to 8 mm, preferably 4 mm to 7 mm. Depending on the material of the distal end and the member to be joined with the connector, as the diameter of the base of the distal end becomes smaller than 4 mm, the distal end lacks strength and the durability of the connector is easily reduced. There is a tendency, 7m
As the value becomes larger than m, the surface of the member tends to crack when the connector is driven or screwed into the member, and both are not preferable.
【0013】本発明の請求項3に記載の接合具は、請求
項1又は2に記載の発明において、前記胴部が、一端に
前記頭部を有し他端に接合部を有した頭部部材と、両端
に胴接合部を有した1又は2以上の胴部材と、一端に接
合部を有し他端に前記先端部を有した先端部材と、を備
えた構成を有している。According to a third aspect of the present invention, there is provided the joint according to the first or second aspect, wherein the body has the head at one end and a joint at the other end. It has a configuration including a member, one or more trunk members having trunk junctions at both ends, and a tip member having a junction at one end and the tip at the other end.
【0014】これにより、請求項1又は2の作用に加え
て、以下の作用を有する。 j.頭部部材と胴部材,先端部材を順に各接合部で接合
して連結することにより該接合具を形成することがで
き、また、接合する胴部材の数により接合具の長さを任
意に変更することができる。 k.特に、吐出口が該接合具の先端部側に形成される場
合、頭部部材と胴部材,先端部材の各々に中空部を形成
して先端部材の中空部に連通した吐出口を先端部材に形
成することができ、該接合具の中空部を分割して形成す
ることができるため、中空部の形成距離を短くでき、接
合具の先端部側に吐出口を要す場合にも中空部や吐出口
を容易に形成できる。Thus, in addition to the function of claim 1 or 2, the following function is provided. j. The joining member can be formed by joining and connecting the head member, the trunk member, and the tip member in order at each joint, and the length of the joining member can be arbitrarily changed according to the number of the trunk members to be joined. can do. k. In particular, when the discharge port is formed on the distal end side of the joint, a hollow portion is formed in each of the head member, the body member, and the distal member, and the discharge port communicating with the hollow portion of the distal member is formed in the distal member. Can be formed, and the hollow portion of the connector can be divided and formed, so that the forming distance of the hollow portion can be shortened, and even when a discharge port is required on the tip end side of the connector, the hollow portion or The discharge port can be easily formed.
【0015】ここで、接合部や胴接合部としては、雄螺
子部又は雌螺子部を形成したもの、嵌合凹部又は嵌合凸
部を形成したもの等、各部材が脱着自在に接合できる形
状のものが用いられる。また、頭部部材と先端部材を各
接合部で接合して該接合具を形成してもよい。また、各
部材には、各部材を連結した際に長さ方向で略一直線に
なる中空部が吐出口まで形成される。更に、胴部に形成
される吐出口が先端部側に形成される場合は、中空部の
形成距離が長くなるとともに、中空部が長すぎる場合に
は中空部の形成が不可能となるため、吐出口が先端部側
に形成される場合に、頭部部材,胴部材,先端部材に分
割された該接合具が好適に用いられる。Here, the joints and the body joints are formed in such a manner that each member can be detachably joined, such as those having a male screw portion or a female screw portion, those having a fitting concave portion or a fitting convex portion. Is used. Further, the joint member may be formed by joining the head member and the tip member at each joint. In each member, a hollow portion that is substantially straight in the length direction when the members are connected is formed up to the discharge port. Furthermore, when the discharge port formed in the body portion is formed on the tip end side, the forming distance of the hollow portion is long, and when the hollow portion is too long, it is impossible to form the hollow portion, In the case where the discharge port is formed on the distal end portion side, the connector divided into a head member, a body member, and a distal member is preferably used.
【0016】本発明の請求項4に記載の接合具は、請求
項1乃至3の内いずれか1項に記載の発明において、前
記胴部に外嵌されたスプリング等の螺旋状部材、及び/
又は、前記胴部の前記頭部側端部に前記胴部の外径より
大きくかつ前記頭部の外径と同一若しくは小さい外径で
形成された首部、を備えた構成を有している。According to a fourth aspect of the present invention, there is provided the connector according to any one of the first to third aspects, wherein a spiral member such as a spring externally fitted to the body is provided.
Alternatively, a configuration is provided in which the head side end of the trunk has a neck formed with an outer diameter larger than the outer diameter of the trunk and equal to or smaller than the outer diameter of the head.
【0017】これにより、請求項1乃至3の作用に加え
て、以下の作用を有する。 l.接合具の胴部にスプリング等の螺旋状部材を外嵌し
た場合、接合具の中空部に接着剤を注入した際に、接合
具の吐出口から吐出される接着剤を接合具の外周面及び
接合具が挿入された部材の挿入部の周壁間で螺旋状部材
に沿って略均等に充填し、ショートパスを防ぎ、充填ム
ラが生じるのを防ぐことが可能なので、粘度の大きい接
着剤も容易に使用でき、部材同士を緊結できる。 m.接合具の胴部に螺旋状部材を外嵌しているため、接
着剤で螺旋状部材が埋設され該接合具が補強材としての
役割を果たし、部材同士の接合部の剪断,引張り応力等
を向上させ耐久性を向上できる。 n.胴部の外径より大きくかつ頭部の外径と同一若しく
は小さい外径で形成された首部を備えた場合、接合具を
挿入した部材の挿入部と接合具の胴部の間に略均一な隙
間を確保することができ、胴部に形成された吐出口から
吐出される接着剤を胴部の外周面と胴部が挿入された挿
入部の周壁間の隙間に略均等に充填することができる。 o.特に、接合具を挿入する挿入部と首部の外径を略同
一にした場合、胴部の外周面と接合具が挿入された部材
の挿入部の周壁間に充填された接着剤が頭部側へ溢れ出
るのを防止できる。Accordingly, the following functions are provided in addition to the functions of the first to third aspects. l. When a helical member such as a spring is externally fitted to the body of the connector, when the adhesive is injected into the hollow portion of the connector, the adhesive discharged from the discharge port of the connector is applied to the outer peripheral surface of the connector and It is possible to fill almost evenly along the spiral member between the peripheral walls of the insertion part of the member in which the connector is inserted, to prevent short paths and prevent uneven filling, so that adhesives with high viscosity can be easily used. Can be used to bind members. m. Since the spiral member is externally fitted to the body of the connector, the spiral member is buried with an adhesive, and the connector functions as a reinforcing material, and the shearing and tensile stress at the joint between the members is reduced. The durability can be improved. n. When a neck formed with an outer diameter larger than the outer diameter of the torso and equal to or smaller than the outer diameter of the head is provided, substantially uniform between the insertion portion of the member into which the jig is inserted and the torso of the jig. A gap can be secured, and the gap between the outer peripheral surface of the body and the peripheral wall of the insertion portion into which the body is inserted can be substantially uniformly filled with the adhesive discharged from the discharge port formed in the body. it can. o. In particular, when the outer diameter of the insertion portion for inserting the connector and the outer diameter of the neck portion are made substantially the same, the adhesive filled between the outer peripheral surface of the trunk portion and the peripheral wall of the insertion portion of the member into which the connector is inserted has the head side. Can be prevented from overflowing.
【0018】ここで、首部としては、接合具の胴部の直
径より3mm〜15mm好ましくは5mm〜12mm大
きい直径で形成される。首部の直径と胴部の直径の差が
5mmより小さくなるにつれ接合具の胴部と接合具を挿
入した挿入部の周壁間の隙間が小さくなり、特に粘度の
高い接着剤を注入した際に接着剤が流動し難くなる傾向
が有り、首部の直径と胴部の直径の差が12mmより大
きくなるにつれ接合具の胴部と接合具を挿入した挿入部
の周壁間の隙間が大きくなり過ぎ接着剤の使用量が必要
以上に増える傾向が有り、いずれも好ましくない。Here, the neck is formed to have a diameter 3 mm to 15 mm, preferably 5 mm to 12 mm larger than the diameter of the body of the connector. As the difference between the diameter of the neck and the diameter of the body becomes smaller than 5 mm, the gap between the body of the joint and the peripheral wall of the insertion part where the joint is inserted becomes smaller, and especially when high viscosity adhesive is injected. As the difference between the diameter of the neck and the diameter of the body becomes larger than 12 mm, the gap between the body of the joint and the peripheral wall of the insertion part into which the joint is inserted becomes too large. Tends to unnecessarily increase the amount used, and none of them is preferable.
【0019】本発明の請求項5に記載の接合具は、請求
項1乃至4の内いずれか1項に記載の発明において、前
記注入口に嵌合される突起部を有した封止体を備えた構
成を有している。According to a fifth aspect of the present invention, there is provided the connector according to any one of the first to fourth aspects, wherein the sealing body having a projection fitted into the inlet is provided. It has a configuration provided.
【0020】これにより、請求項1乃至4の作用に加え
て、以下の作用を有する。 p.注入口から中空部へ接着剤を注入した後、注入口に
突起部を嵌合して注入口を封止することができ、粘度の
極めて低い接着剤や硬化に長時間を要す接着剤を使用し
た場合でも、注入口から接着剤が漏れるのを防止できる
とともに、該接合具の頭部の外観を向上できる。Accordingly, the following functions are provided in addition to the functions of the first to fourth aspects. p. After injecting the adhesive from the injection port into the hollow part, the projection can be fitted into the injection port to seal the injection port, and adhesives with extremely low viscosity or adhesives that take a long time to cure Even when used, the adhesive can be prevented from leaking from the injection port, and the appearance of the head of the connector can be improved.
【0021】ここで、封止体としては、注入口に嵌合で
きる突起部を有していればよく、接合具の頭部を覆設す
る形状のものや、接合具の頭部を覆設し該接合具が挿入
された部材表面と面一に形成されたもの等が用いられ
る。Here, it is sufficient that the sealing body has a projection that can be fitted into the injection port, and has a shape that covers the head of the joint, or covers the head of the joint. A member formed flush with the surface of the member into which the connector is inserted is used.
【0022】本発明の請求項6に記載の構造部材の接合
構造は、請求項1乃至5の内いずれか1項に記載された
接合具と、所定の当接面で当接される横架構造部材や縦
構造部材等の2以上の構造部材と、前記構造部材の外周
壁部から前記当接面に対して直交若しくは所定の傾斜角
度を有して他の前記構造部材と連通し前記接合具の長さ
よりも短い深さで穿孔された1以上の接合具挿入部と、
前記接合具の中空部に注入されて前記接合具の吐出口か
ら吐出され前記接合具の外周面と前記接合具挿入部の周
壁間に充填される接着剤と、を備えた構成を有してい
る。According to a sixth aspect of the present invention, there is provided a joining structure for a structural member, wherein the joining member according to any one of the first to fifth aspects is brought into contact with a joint at a predetermined contact surface. Two or more structural members, such as a structural member and a vertical structural member, and the outer peripheral wall portion of the structural member having a perpendicular or predetermined inclination angle with respect to the abutting surface and communicating with the other structural members to form the joint; One or more connector inserts drilled at a depth shorter than the length of the fixture;
An adhesive which is injected into a hollow portion of the connector and is discharged from a discharge port of the connector and is filled between an outer peripheral surface of the connector and a peripheral wall of the connector insertion portion. I have.
【0023】これにより、以下の作用が得られる。 a.構造部材に形成された接合具挿入部に接合具を挿入
するとともに、接合具の先端部を接合具挿入部の底部に
打設又は螺着することにより、構造部材同士を接合する
ことができる。 b.接合具の中空部に接着剤を注入することにより、接
合具の吐出口から接着剤を吐出して、接合具の外周面と
接合具挿入部の周壁間に接着剤を充填して構造部材同士
を固結することができる。 c.機械的強度が著しく高い接合具を各構造部材に埋設
して構造部材同士を緊結しているため、構造部材の曲
げ、引張り、圧縮、剪断等に対する抵抗力を向上でき
る。 d.接合具を構造部材の当接面に対して所定の傾斜角度
を有して挿入した場合、鉛直荷重に対する変形に耐える
ことができ、構造部材同士の剛性を向上できる。 e.構造部材間でクロス状になるように形成した接合具
挿入部に接合具を挿入すると、挿入するだけで構造部材
を保持でき、更に、接合具を固定し接着剤を注入すると
極めて機械的強度に優れた接合を可能にすることができ
る。 f.接合具が構造部材に埋設されているとともに、接合
具の外周面が接着剤で被覆されるため、接合具が酸化等
するのを防止でき接合具の耐久性を向上させることがで
きる。 g.接合具を構造部材に打設又は螺着して構造部材同士
を接合し、更に、接合具の外周面と接合具挿入部の周壁
間に接着剤を充填して構造部材同士を緊結しているた
め、構造部材同士を剛接合することができ接合強度を向
上でき、また、接着剤で緊結しているため、木材等の構
造部材の伸縮を吸収できガタつきを防止できる。 h.構造部材同士の接合部が接合具と接着剤で強固に接
合されたラーメン構造となるので、耐力壁や筋交いを使
用することなく建築物の間口(スパン)を著しく広げる
ことができ、柱の無い空間を得ることができる。As a result, the following operation is obtained. a. By inserting the connector into the connector insertion portion formed on the structural member and driving or screwing the distal end portion of the connector to the bottom of the connector insertion portion, the structural members can be joined to each other. b. By injecting the adhesive into the hollow portion of the joint, the adhesive is discharged from the discharge port of the joint, and the adhesive is filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion to form the structural members. Can be consolidated. c. Since the connector having extremely high mechanical strength is embedded in each structural member to tightly connect the structural members, the resistance of the structural member to bending, tension, compression, shearing, and the like can be improved. d. When the connector is inserted with a predetermined inclination angle with respect to the contact surface of the structural member, it can withstand deformation due to a vertical load, and the rigidity of the structural members can be improved. e. Inserting the connector into the connector insertion part formed in a cross shape between the structural members can hold the structural member simply by inserting it, and furthermore, if the connector is fixed and injected with adhesive, extremely high mechanical strength Excellent bonding can be enabled. f. Since the joining tool is embedded in the structural member and the outer peripheral surface of the joining tool is covered with the adhesive, it is possible to prevent the joining tool from being oxidized and the like, and to improve the durability of the joining tool. g. The structural members are joined by driving or screwing the joints to the structural members, and furthermore, an adhesive is filled between the outer peripheral surface of the joints and the peripheral wall of the joint insertion portion to tighten the structural members together. Therefore, the structural members can be rigidly joined to each other, so that the joining strength can be improved. In addition, since the structural members are tied with an adhesive, expansion and contraction of the structural members such as wood can be absorbed and rattling can be prevented. h. Since the joints between the structural members have a rigid frame structure that is firmly joined with a joint and an adhesive, the frontage (span) of the building can be significantly expanded without using load-bearing walls or braces, and there are no columns You can get space.
【0024】ここで、接合具挿入部の長さとしては、少
なくとも接合具の胴部と略同一の長さに形成されるのが
好ましい。接着剤の吐出口が胴部の先端部側に形成され
るときは、少なくとも吐出口が埋設されない深さに形成
される。接合具の胴部の長さより短く(浅く)なるにつ
れ、接合具挿入部の底部に先端部を打設若しくは螺着す
る長さが長くなり作業性が低下する傾向が有るととも
に、接着剤が充填される接合具の外周面と接合具挿入部
の周壁間の容積が小さくなり接着剤による緊結力が低下
する傾向が有り、また、接合具により接合具挿入部の底
部が胴部で押し開けられて構造部材の表面(外周壁面)
に割れ等が発生する傾向が有る。また、接合具の胴部の
長さより長く(深く)なるにつれ、接合具挿入部の底部
に打設若しくは螺着できる接合具の先端部の長さが短く
なり、接合具による固定力が低下する傾向が有り、いず
れも好ましくない。また、接合具挿入部は、構造部材の
大小にもよるが、構造部材の外周壁面から内側に接合具
の胴部又は首部の外径の1.1倍〜6倍の位置に形成さ
れる。構造部材の外周壁面から接合具の胴部又は首部の
外径の1.1倍より小さい位置になるにつれ構造部材に
大きな外力がかかった際に構造部材の端部が破損する傾
向が有り、6倍より大きくなるにつれ構造部材に形成で
きる接合具挿入部の数が減少し構造部材同士の接合力を
向上させ難い傾向が有り、いずれも好ましくない。Here, the length of the connector insertion portion is preferably formed to be at least substantially the same as the body of the connector. When the discharge port of the adhesive is formed on the tip end side of the body, it is formed at least at a depth where the discharge port is not buried. As the length becomes shorter (shallower) than the length of the body of the connector, the length of driving or screwing the tip to the bottom of the connector insertion part tends to be longer, and the workability tends to decrease, and the adhesive is filled. There is a tendency that the volume between the outer peripheral surface of the connector and the peripheral wall of the connector insertion portion becomes smaller and the binding force by the adhesive decreases, and the bottom of the connector insertion portion is pushed open by the body by the connector. Surface of the structural member (outer peripheral wall)
Cracks and the like tend to occur. Further, as the length becomes longer (deeper) than the length of the body portion of the connector, the length of the tip portion of the connector that can be driven or screwed to the bottom of the connector insertion portion becomes shorter, and the fixing force by the connector decreases. There is a tendency, none of them is preferable. The connector insertion portion is formed at a position 1.1 to 6 times the outer diameter of the body or neck of the connector inside the outer peripheral wall surface of the structural member, depending on the size of the structural member. When a large external force is applied to the structural member at a position smaller than 1.1 times the outer diameter of the body or neck of the joint from the outer peripheral wall surface of the structural member, the end of the structural member tends to be damaged. As the size increases, the number of connector insertion portions that can be formed in the structural member decreases, and it tends to be difficult to improve the joining force between the structural members.
【0025】接合具挿入部の大きさとしては、接合具の
胴部の外径より3mm〜15mm、好ましくは5mm〜
12mm大きく形成される。接合具挿入部と接合具の胴
部の外径との差が5mmより小さくなるにつれ、接着剤
の種類や施工時期(夏期,冬期)にもよるが、吐出口か
ら吐出された接着剤が接合具の胴部の外周面と接合具挿
入部の周壁間で流動し難くなる傾向が有り、接合具の胴
部の外径との差が12mmより大きくなるにつれ必要以
上に接着剤を要す傾向が有り、いずれも好ましくない。
接合具に首部を有している場合は、接合具挿入部の大き
さを首部と略同一にするのが好ましい。接合具の首部よ
り小さくなるにつれ接合具の首部を接合具挿入部内に挿
入し難くなり、接合具の首部より1.5倍以上の径にな
るにつれ接合具の胴部と接合具挿入部の周壁間に充填し
た接着剤が接合具の頭部側から漏れる傾向が有り、いず
れも好ましくない。尚、接合具挿入部の内径が首部の外
径よりも大きいときは、ワッシャを用いることにより接
着剤の漏洩を防止できる。更に、接合具挿入部は、円形
や楕円形,四角形や六角形等の多角形状等任意の断面形
状で形成される。The size of the connector insertion part is 3 mm to 15 mm, preferably 5 mm to 5 mm, based on the outer diameter of the body of the connector.
It is formed 12 mm larger. As the difference between the outer diameter of the connector insertion portion and the outer diameter of the body of the connector becomes smaller than 5 mm, the adhesive discharged from the discharge port is bonded depending on the type of the adhesive and the construction time (summer and winter). There is a tendency that it is difficult to flow between the outer peripheral surface of the body of the fitting and the peripheral wall of the fitting insertion part, and as the difference from the outer diameter of the body of the fitting becomes larger than 12 mm, there is a tendency to require more adhesive than necessary. And both are not preferred.
If the connector has a neck, it is preferable that the size of the connector insertion portion be substantially the same as the neck. As it becomes smaller than the neck of the connector, it becomes more difficult to insert the neck of the connector into the connector insertion portion, and as the diameter becomes 1.5 times or more the neck of the connector, the torso portion of the connector and the peripheral wall of the connector insertion portion. There is a tendency that the adhesive filled in between leaks from the head side of the connector, which is not preferable. When the inner diameter of the connector insertion portion is larger than the outer diameter of the neck portion, leakage of the adhesive can be prevented by using a washer. Furthermore, the connector insertion portion is formed in an arbitrary cross-sectional shape such as a circle, an ellipse, a polygon such as a square or a hexagon.
【0026】更に、接合具挿入部としては、構造部材が
水平片持ち梁等のように先端に特に大きな外力がかかる
場合は、傾斜角度αを有して形成するのが好ましく、傾
斜角度αとしては、当接面に対して20°≦α<90°
好ましくは20°≦α≦70°、より好ましくは30°
≦α≦60°で形成される。傾斜角度が30°よりも小
さくなるにつれ接合具挿入部の位置が構造部材の端部に
近づき大きな外力に対して構造部材が破損し易くなると
いう傾向が有り、傾斜角度が60°よりも大きくなるに
つれ接合具の長さが長くなりすぎて作業性が低下する傾
向が有り、いずれも好ましくない。特に、構造部材の上
外周壁部側から接合具挿入部を形成した場合、該接合具
を構造部材の上方から挿入し接合具挿入部の底部に容易
に打設若しくは螺着することができ作業性を向上できる
とともに、構造部材の下外周壁部に接合具の頭部等が露
出するのを防止し外観を向上でき、また、接合具の外周
面と接合具挿入部の周壁間に確実に接着剤を充填できる
という作用を有する。また、接合する構造部材の当接面
で所定間隔をあけて接合具挿入部とクロス状になるよう
に他の接合具挿入部を穿孔し、各接合具挿入部に接合具
を挿入して構造部材を接合した場合、接合した構造部材
の引張り,曲げ,剪断等の上下左右からの荷重を各接合
具の偶力で打ち消すことができ、構造部材同士の接合力
を向上できる。更に、接合具挿入部を傾斜角度αを有し
て形成若しくはクロス状に形成することにより、二方向
ラーメン構造の場合や3,4方向に構造部材が有る場合
にも該接合具を用いて構造部材同士を接合できるという
作用を有する。接着剤としては、エポキシ樹脂系接着
剤,ポリウレタン系接着剤,酢酸ビニル樹脂系接着剤等
が用いられる。Further, when the structural member is applied with a particularly large external force at its tip, such as a horizontal cantilever, it is preferable to form the connector insertion portion with an inclination angle α. Is 20 ° ≦ α <90 ° with respect to the contact surface
Preferably 20 ° ≦ α ≦ 70 °, more preferably 30 °
≦ α ≦ 60 °. As the inclination angle becomes smaller than 30 °, the position of the connector insertion portion approaches the end of the structural member, and the structural member tends to be easily damaged by a large external force, and the inclination angle becomes larger than 60 °. As the length of the connector becomes too long, the workability tends to decrease, which is not preferable. In particular, when the connector insertion portion is formed from the upper outer peripheral wall side of the structural member, the connector can be inserted from above the structural member and easily driven or screwed to the bottom of the connector insertion portion. Not only can the head of the joint be exposed at the lower outer peripheral wall of the structural member, but also the appearance can be improved, and the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion can be reliably inserted. It has the effect that the adhesive can be filled. In addition, another connector insertion portion is perforated so as to be cross-shaped with the connector insertion portion at a predetermined interval on the contact surface of the structural member to be joined, and the connector is inserted into each connector insertion portion. When the members are joined, loads from the top, bottom, left and right, such as tension, bending, and shearing, of the joined structural members can be canceled out by couples of the joining members, and the joining force between the structural members can be improved. Further, by forming the connector insertion portion with an inclination angle α or forming a cross shape, the connector can be used even in the case of a two-way rigid frame structure or when there are structural members in three or four directions. It has the effect that members can be joined together. As the adhesive, an epoxy resin adhesive, a polyurethane adhesive, a vinyl acetate resin adhesive, or the like is used.
【0027】本発明の請求項7に記載の構造部材の接合
構造は、請求項6に記載の発明において、当接される前
記構造部材間の内いずれか1の前記構造部材の外周壁部
から前記接合具挿入部に連通して穿孔された1乃至複数
の空気抜き部を備えた構成を有している。According to a seventh aspect of the present invention, there is provided the joint structure for a structural member according to the sixth aspect of the present invention, wherein one of the outer peripheral walls of the structural member is provided between the abutted structural members. It has a structure provided with one or more air vents perforated in communication with the connector insertion part.
【0028】これにより、請求項6の作用に加えて、以
下の作用を有する。 i.構造部材の種類(コンクリート等のように通気性を
有するものや集成材等のように通気性のないもの)にも
よるが、接合具の中空部に接着剤を注入する際に、中空
部内や接合具挿入部内の空気が空気抜き部から排出され
て接着剤がスムーズに接合具の外周面と接合具挿入部の
周壁間に充填できる。 j.接着剤注入時に空気抜き部から接着剤が溢れ出るの
を確認することで、接合具の外周面と接合具挿入部の周
壁間に接着剤が満たされたことを確認できる。Thus, in addition to the function of claim 6, the following function is provided. i. Depending on the type of structural member (air-permeable material such as concrete or non-air-permeable material such as glulam), when the adhesive is injected into the hollow part of the joint, The air in the joint insertion portion is discharged from the air vent portion, and the adhesive can be smoothly filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion. j. By confirming that the adhesive overflows from the air vent portion when the adhesive is injected, it can be confirmed that the adhesive has been filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion.
【0029】ここで、空気抜き部としては、接合具の吐
出口から離れた位置に形成するのが好ましく、吐出口が
接合具の胴部の先端部側に形成されている場合は接合具
の胴部の頭部側、吐出口が接合具の胴部の頭部側に形成
されている場合は接合具の胴部の先端部側、に形成され
る。これにより、接合具の外周面と接合具挿入部の周壁
間に接着剤が充填される前に空気抜き部から接着剤が溢
れ出るのを防止でき、確実に接合具の外周面と接合具挿
入部の周壁間に接着剤を充填できる。また、空気抜き部
は、略円形や略楕円形,四角形等の多角形等任意の形状
で、接着剤をスムーズに注入できる大きさで穿孔され
る。また、空気抜き部から接着剤が溢れ出た後、空気抜
き部の径が大きいときは木栓等の込栓を打ち込み、構造
部材の外周壁面と面一にしてもよい。これにより、構造
部材の外観を向上できる。Here, it is preferable that the air vent portion is formed at a position distant from the discharge port of the joint, and when the discharge port is formed at the tip end side of the body of the joint, the body of the joint is formed. In the case where the discharge port is formed on the head side of the body of the connector, the discharge port is formed on the tip side of the body of the connector. Thereby, it is possible to prevent the adhesive from overflowing from the air vent portion before the adhesive is filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion, and it is possible to reliably prevent the outer peripheral surface of the joint and the joint insertion portion from being filled. The adhesive can be filled between the peripheral walls. In addition, the air vent portion has an arbitrary shape such as a substantially circular shape, a substantially elliptical shape, and a polygonal shape such as a square, and is pierced in a size that allows the adhesive to be injected smoothly. Further, after the adhesive overflows from the air vent portion, if the diameter of the air vent portion is large, a plug such as a wooden plug may be driven in to make the flush with the outer peripheral wall surface of the structural member. Thereby, the appearance of the structural member can be improved.
【0030】本発明の請求項8に記載の構造部材の接合
構造は、請求項6又は7に記載の発明において、前記接
合具挿入部の開口部に穿設され前記接合具挿入部と直交
する1以上の座部を有し、前記座部の開口側を埋設し表
面が前記構造部材の外周壁面と略面一に形成された埋設
材を備えた構成を有している。According to an eighth aspect of the present invention, there is provided a joining structure for a structural member according to the sixth or seventh aspect, wherein the joining structure is perforated at an opening of the joint insertion portion and is orthogonal to the joint insertion portion. It has one or more seat portions, and has a configuration in which an opening side of the seat portion is embedded and a surface is formed substantially flush with an outer peripheral wall surface of the structural member.
【0031】これにより、請求項6又は7の作用に加え
て、以下の作用を有する。 k.接合具の頭部が構造部材の表面から大きく突出、若
しくは構造部材の表面が窪むのを防止でき外観を向上で
きる。 l.座部の開口側に埋設材を埋設することにより、接合
具の頭部が露出するのを防止でき、火災時等に構造部材
の炭化皮膜により接合具を火災の高温から守ることがで
き安全性を向上することができる。 m.埋設材を構造部材の外周壁面と略面一にしているた
め、構造部材の外観を向上できる。 n.接合具の頭部側に埋設材を埋設しているため、接合
具に外部の熱が伝わるのを防止でき、外部の熱が接合具
を介して内部に伝わるのを防止できる。Thus, in addition to the functions of the sixth and seventh aspects, the following functions are provided. k. It is possible to prevent the head of the connector from protruding greatly from the surface of the structural member or to prevent the surface of the structural member from being depressed, thereby improving the appearance. l. By burying the buried material on the opening side of the seat, the head of the joint can be prevented from being exposed, and the joint can be protected from the high temperature of the fire by the carbonized film of the structural member in case of fire etc. Can be improved. m. Since the buried material is substantially flush with the outer peripheral wall surface of the structural member, the appearance of the structural member can be improved. n. Since the embedding material is embedded on the head side of the joint, external heat can be prevented from being transmitted to the joint, and external heat can be prevented from being transmitted to the inside through the joint.
【0032】ここで、埋設材としては、接合具の注入口
に挿入自在な突起部を有したものを用い、突起部を注入
口に挿入して注入口を封止するとともに座部の開口側を
埋設してもよい。Here, as the embedding material, a material having a projection which can be inserted into the injection port of the connector is used, and the projection is inserted into the injection port to seal the injection port and to open the seat side. May be embedded.
【0033】本発明の請求項9に記載の構造部材の接合
構造は、請求項6乃至8の内いずれか1項に記載の発明
において、当接される前記構造部材間の内いずれか一方
の前記構造部材の前記当接面に固定又は前記当接面に平
行若しくは直角に固定された固定部と、前記固定部に立
設又は延設された1乃至複数の立壁部と、前記立壁部に
形成され当接される他方の前記構造部材が係合された係
合部と、を有した接合金具を備えた構成を有している。According to a ninth aspect of the present invention, there is provided a joint structure for a structural member according to any one of the sixth to eighth aspects, wherein any one of the structural members to be brought into contact with each other is provided. A fixing portion fixed to the contact surface of the structural member or fixed parallel or perpendicular to the contact surface, one or more standing wall portions erected or extended to the fixing portion, and the standing wall portion. And an engaging portion with which the other structural member to be formed and abutted is engaged.
【0034】これにより、請求項6乃至8の作用に加え
て、以下の作用を有する。 o.接合金具の固定部を一方の構造部材の当接面に固定
するとともに、立壁部に形成された係合部に他方の構造
部材を係合することにより、構造部材同士を接合するこ
とができ、接合具による構造部材の接合時に構造部材を
正確に接合することができ接合精度を向上できる。 p.該接合金具で構造部材同士の仮固定ができるととも
に、構造部材同士の当接面を略密着できるため、接合具
挿入部に挿入固定した接合具に接着剤を注入した際に当
接面から接着剤が漏れるのを防止できる。 q.接合金具と接合具で各構造部材を緊結固定すること
ができ、接合具への集中力を接合金具で分散させること
ができ接合具の小型化を図ることができるとともに、構
造部材の伸縮による接合金具のガタつきを接合具で防止
することができ、接合部の剪断,張力等の接合強度を向
上することができる。 r.接合金具と接合具を併用することにより、接合具を
補強材として使用することができるとともに、接合具の
小型化を図ることができる。 s.接合金具,接合具,接着剤で構造部材同士を緊結固
定できるため、耐力壁や筋交いを使用せずに柱のない広
い間口を形成することができる。Thus, in addition to the functions of claims 6 to 8, the following functions are provided. o. By fixing the fixing portion of the joining fitting to the contact surface of one structural member and engaging the other structural member with the engaging portion formed on the upright wall, the structural members can be joined to each other, At the time of joining the structural members by the joining tool, the structural members can be joined accurately and the joining accuracy can be improved. p. Since the structural members can be temporarily fixed with the joint metal and the contact surfaces of the structural members can be substantially adhered to each other, the adhesive is injected from the contact surface when the adhesive is injected into the joint inserted and fixed in the joint insertion portion. The agent can be prevented from leaking. q. Each structural member can be tightly fixed with the joint and the joint, and the concentration force on the joint can be dispersed by the joint so that the joint can be reduced in size and joined by expansion and contraction of the structural member. The rattling of the fitting can be prevented by the joining tool, and the joining strength such as shearing and tension at the joining portion can be improved. r. By using the joint and the joint together, the joint can be used as a reinforcing material, and the joint can be reduced in size. s. Since the structural members can be tightly fixed to each other with the joint fitting, the joint, and the adhesive, a wide frontage without columns can be formed without using a load-bearing wall or a brace.
【0035】ここで、固定部としては、構造部材の当接
面にボルト等により螺着等で固定される。係合部として
は、フック状や差込突形状等に形成される。Here, the fixing portion is fixed to the contact surface of the structural member by screwing with a bolt or the like. The engagement portion is formed in a hook shape, a plug-in protrusion shape, or the like.
【0036】本発明の請求項10に記載の構造部材の接
合構造は、請求項6乃至8の内いずれか1項に記載の発
明において、当接される前記構造部材間の内いずれか一
方の前記構造部材の前記当接面に固定された固定部と、
前記固定部に立設された1乃至複数の立壁部と、他方の
前記構造部材に回動自在に軸支された引寄せ金具と、前
記立壁部に形成され前記引寄せ金具が回動自在に係合さ
れる係合部と、を有した接合金具を備えた構成を有して
いる。According to a tenth aspect of the present invention, there is provided a joint structure for a structural member according to any one of the sixth to eighth aspects, wherein any one of the structural members to be brought into contact with each other is provided. A fixing portion fixed to the contact surface of the structural member,
One or a plurality of upright wall portions erected on the fixed portion, a pulling bracket rotatably supported by the other structural member, and the pulling bracket formed on the upright wall portion to be rotatable. And a joining fitting having an engaging portion to be engaged.
【0037】これにより、請求項6乃至8の作用に加え
て、以下の作用を有する。 t.他方の構造部材に回動自在に軸支された引寄せ金具
を有しているため、引寄せ金具を回動することにより、
構造部材同士を密接して接合することができ、接合具挿
入部に挿入固定した接合具に接着剤を注入した際に当接
面から接着剤が漏れるのを確実に防止できる。Accordingly, the following functions are provided in addition to the functions of claims 6 to 8. t. Because the other metal member has a pulling bracket rotatably supported by the other structural member, by rotating the pulling bracket,
The structural members can be closely joined to each other, and it is possible to reliably prevent the adhesive from leaking from the contact surface when the adhesive is injected into the connector inserted and fixed in the connector insertion portion.
【0038】ここで、引寄せ金具としては、偏心位置に
穿孔されたドリフトピン挿入孔を有し円状に形成された
回動部を有したもの等を用い、係合部に回動部を係合
し、ドリフトピン挿入孔に係合部の両側からドリフトピ
ンを貫通させて挿入して回動部を軸支し、ドリフトピン
を中心に引寄せ金具を回動することにより、構造部材を
引き寄せるもの等が用いられる。Here, as the pulling fitting, one having a circular rotating part having a drift pin insertion hole drilled at an eccentric position or the like is used. Engage, insert the drift pin into the drift pin insertion hole from both sides of the engaging part and insert it to pivotally support the rotating part, and rotate the pulling bracket around the drift pin, so that the structural member is What is attracted is used.
【0039】本発明の請求項11に記載の構造部材の接
合方法は、所定の当接面で当接される横架構造部材や縦
構造部材等の2以上の構造部材に、請求項1乃至5の内
いずれか1項に記載された接合具が挿入される接合具挿
入部を形成する挿入部形成工程と、前記接合具挿入部に
前記接合具を挿入し前記接合具の先端部を前記接合具挿
入部の底部に打設若しくは螺着し前記接合具を前記構造
部材に固定する固定工程と、前記接合具の中空部に接着
剤を注入して前記構造部材を緊結固定する緊結固定工程
と、を備えた構成を有している。[0039] In the method for joining structural members according to the eleventh aspect of the present invention, two or more structural members such as a horizontal structural member and a vertical structural member abutting on a predetermined abutting surface may be used. 5. An insertion portion forming step of forming a connector insertion portion into which the connector described in any one of 5 is inserted, and inserting the connector into the connector insertion portion and changing the distal end of the connector. A fixing step of driving or screwing into the bottom of the connector insertion portion to fix the connector to the structural member, and a fastening step of injecting an adhesive into the hollow portion of the connector to tighten and fix the structural member. And a configuration having:
【0040】これにより、以下の作用を有する。 a.構造部材に接合具挿入部を形成し、接合具挿入部に
接合具を挿入して接合具の先端部を接合具挿入部の底部
に打設又は螺着するだけで、各構造部材を固定すること
ができ、接合作業性を向上できる。 b.構造部材を順に組み立てることができ、建設現場で
直接各構造部材の接合ができる。 c.接合具の中空部に接着剤を注入するだけで各構造部
材を容易に緊結でき作業性を向上できる。Thus, the following functions are provided. a. Forming the connector insertion part in the structural member, inserting the connector in the connector insertion part, and driving or screwing the tip end of the connector to the bottom of the connector insertion part fixes each structural member. And the joining workability can be improved. b. The structural members can be assembled in order, and the structural members can be directly joined at the construction site. c. Only by injecting the adhesive into the hollow portion of the joint, the respective structural members can be easily tightened, and the workability can be improved.
【0041】ここで、接合具挿入部としては、現場でド
リル等で穿孔や切削するか、又は、工場でプレカット方
式等で予め形成してもよい。Here, the connector insertion portion may be formed by drilling or cutting with a drill or the like on site, or may be formed in advance by a pre-cut method or the like at a factory.
【0042】本発明の請求項12に記載の構造部材の接
合方法は、請求項11に記載の発明において、2以上の
前記構造部材の内いずれか1の前記構造部材の前記当接
面に請求項9又は10の内いずれか1項に記載された接
合金具を固定し、前記接合金具を介して2以上の前記構
造部材を前記当接面で当接する金具固定工程を備えた構
成を有している。According to a twelfth aspect of the present invention, there is provided a method for joining structural members according to the eleventh aspect of the present invention, wherein the method comprises: Item 10 includes a metal fixture fixing step of fixing the metal joint described in any one of Items 9 and 10, and bringing two or more of the structural members into contact with the contact surface via the metal joint. ing.
【0043】これにより、請求項11の作用に加えて、
以下の作用を有する。 d.一方の構造部材の当接面に接合金具を固定し他方の
構造部材を接合金具に係合するだけで構造部材同士を接
合して仮固定することができ、仮固定後に接合具で構造
部材を緊結固定できるため、他部所の構造部材の接合作
業性や他部所の接合部との調節等の整合作業性を向上で
きるとともに、建築物全体を正確に建て上げることがで
きる。 e.各構造部材を正確に接合し構造部材の当接面を密着
させることができ、接着剤の漏れを防止できる。 f.接合金具と接合具で各構造部材の接合時の剪断,張
力等の接合強度を向上することができる。Thus, in addition to the function of claim 11,
It has the following effects. d. The structural members can be joined and temporarily fixed by simply fixing the joint to the abutment surface of one structural member and engaging the other structural member with the joint. Since it can be tightly fixed, it is possible to improve the workability of joining structural members at other places and the workability of adjustment such as adjustment with the joints of other places, and to accurately build the entire building. e. Each structural member can be accurately joined, the contact surfaces of the structural members can be brought into close contact, and leakage of the adhesive can be prevented. f. The joining strength such as shearing and tension at the time of joining each structural member can be improved by the joining fitting and the joining tool.
【0044】本発明の請求項13に記載の構造部材の接
合構造は、請求項12に記載の発明において、請求項1
0に記載された接合金具の引寄せ金具を回動して前記構
造部材同士を前記当接面で密接する密接工程を備えた構
成を有している。According to a thirteenth aspect of the present invention, there is provided a joining structure for a structural member according to the twelfth aspect.
The structure further includes a close contact step of rotating the pulling metal fitting of the bonding metal described in No. 0 and bringing the structural members into close contact with each other at the contact surface.
【0045】これにより、請求項12の作用に加えて、
以下の作用を有する。 g.構造部材同士を当接面で密接に当接することがで
き、接合具挿入部に挿入固定した接合具に接着剤を注入
した際に当接面から接着剤が漏れるのを確実に防止でき
る。 h.引寄せ金具を回動するだけで構造部材同士を容易に
密接させることができるとともに、構造部材同士を確実
に密着でき接合精度を向上できる。Accordingly, in addition to the function of claim 12,
It has the following effects. g. The structural members can be brought into close contact with each other at the contact surfaces, and the adhesive can be reliably prevented from leaking from the contact surfaces when the adhesive is injected into the connector inserted and fixed in the connector insertion portion. h. The structural members can be easily brought into close contact with each other simply by rotating the pulling fitting, and the structural members can be surely brought into close contact with each other, so that the joining accuracy can be improved.
【0046】[0046]
【発明の実施の形態】(実施の形態1,2,3)本発明
の実施の形態1,2における接合具について、以下図面
を用いて説明する。図1(a)は実施の形態1における
接合具の全体斜視図であり、図1(b)は実施の形態2
における先端部に螺子状部を有した接合具の全体斜視図
である。図1(a)において、1は実施の形態1におけ
るステンレス等の金属製の接合具、2は接合具1の断面
が円形状の棒状の胴部、3は胴部2の一端に形成された
尖鋭状の先端部、3aは先端部3の尖鋭端部、4は胴部
2の他端に胴部2の直径より大きい直径で形成された首
部、5は首部4の端部に形成された接合具1の頭部、5
aは膨出状に形成された頭部5の端面、6は胴部2,首
部4の略軸心の長手方向に形成された中空部、7は頭部
5の端面5aから中空部6に連通した接着剤の注入口、
8は中空部6の端部と直交して胴部2に穿設され中空部
6と連通して対称位置に形成された接着剤の吐出口であ
る。図1(b)において、9は実施の形態2におけるス
テンレス等の金属製で先端部に螺子状部を有した接合
具、3′は接合具9の胴部2の一端に形成され表面に螺
子状部を有した先端部、5bは端面5aに+状に切削さ
れた締付部であり、他は実施の形態1の接合具と同様の
ものなので同一の符号を付し説明を省略する。DESCRIPTION OF THE PREFERRED EMBODIMENTS (Embodiments 1, 2 and 3) A connector according to Embodiments 1 and 2 of the present invention will be described below with reference to the drawings. FIG. 1A is an overall perspective view of the connector according to the first embodiment, and FIG. 1B is a second embodiment.
FIG. 4 is an overall perspective view of a connector having a screw-shaped portion at the tip end in FIG. In FIG. 1A, reference numeral 1 denotes a metal connector such as stainless steel in the first embodiment, 2 denotes a rod-shaped body having a circular cross section of the connector 1, and 3 denotes one end of the body 2. A pointed tip, 3a is a sharp end of the tip 3, 4 is a neck formed at the other end of the body 2 with a diameter larger than the diameter of the body 2 and 5 is formed at an end of the neck 4. The head of the joint 1, 5
a is an end surface of the head 5 formed in a bulging shape, 6 is a hollow portion formed in the longitudinal direction of the substantially axial center of the trunk 2 and the neck 4, 7 is a hollow portion 6 from the end surface 5 a of the head 5. Injecting glue inlet,
Reference numeral 8 denotes a discharge port for the adhesive which is formed in the symmetrical position by being bored in the body portion 2 at right angles to the end of the hollow portion 6 and communicating with the hollow portion 6. In FIG. 1 (b), 9 is a connector made of metal such as stainless steel according to the second embodiment and has a threaded portion at the tip, and 3 'is formed at one end of the body 2 of the connector 9 and has a screw on the surface. The distal end portion 5b having the shape portion is a fastening portion cut into the end surface 5a in a + shape, and the other portions are the same as those of the connector of the first embodiment.
【0047】以上のように構成された実施の形態1,2
の接合具1,9を用いて、以下、実施の形態3における
木造建築物の構造部材の接合構造について、図面を用い
て説明する。図2は実施の形態3における構造部材間の
仕口の接合構造を示す要部側面断面図であり、図3は実
施の形態3における構造部材間の仕口の接合構造を示す
要部平面断面図である。図中、10は柱等の縦構造部
材、11は桁等の横架構造部材、11aは横架構造部材
11に螺合された係合ボルト、11bは横架構造部材1
1の端面外周壁部の上面から下面に渡って形成された切
欠部(図3参照)、12は筋交い等の構造部材、13a
は縦構造部材10と横架構造部材11の当接面、13b
は縦構造部材10と構造部材12の当接面、14は中央
の平坦に形成された固定部14aと固定部14aの両側
部に直交状に立設された一対の立壁部14bと、各立壁
部14bの先端側に二箇所溝状に形成され係合ボルト1
1aを嵌合する係合部14cと、を備えたコの字状に形
成されたクレテック(株式会社タツミ製)等の接合金具
である。尚、接合金具14としては、その他、カトウ産
業株式会社製のメタットや株式会社ムシカ製のムシカス
トロング等の接合金具も同様にして使用される。接合金
具14は、固定部14aがボルト・ナット14dで縦構
造部材10の当接面13aに固定され、横架構造部材1
1に螺合された係合ボルト11aが立壁部14bの係合
部14cに係合され、縦構造部材10と横架構造部材1
1を接合している。15,16は縦構造部材10の外周
壁部から当接面13a,13bに対して直交して貫設さ
れ横架構造部材11,構造部材12の所定部に穿孔され
穿孔部が連通して形成された接合具挿入部、15a,1
6aは接合具挿入部15,16の底部、17は横架構造
部材11,構造部材12の上面又は側面の外周壁部から
接合具挿入部15,16の底部15a,16a側に連通
して穿孔された空気抜き部である。ここで、接合具挿入
部15,16は、接合具1,9の首部4の直径と略同一
の大きさで、かつ、その長さが、胴部2の長さより長
く、接合具1,9の先端部3,3′が底部15a,16
aに固着できる長さで形成されている。尚、実施の形態
3では、接合具1,9の先端部3,3′の長さの3/4
が底部15a,16aに埋設されている。また、首部4
は胴部2の直径より4mm〜12mm大きい直径で形成
されている。Embodiments 1 and 2 configured as above
Hereinafter, the joining structure of the structural members of the wooden building according to the third embodiment will be described with reference to the drawings. FIG. 2 is a side cross-sectional view of a principal part showing a joint structure of a joint between structural members according to the third embodiment, and FIG. 3 is a plan sectional view of a principal part showing a joint structure of a joint between structural members according to the third embodiment. FIG. In the figure, 10 is a vertical structural member such as a pillar, 11 is a horizontal structural member such as a girder, 11a is an engagement bolt screwed to the horizontal structural member 11, 11b is a horizontal structural member 1
A cutout portion (see FIG. 3) formed from the upper surface to the lower surface of the outer peripheral wall portion of the end surface 1; 12 is a structural member such as a brace;
Is a contact surface between the vertical structural member 10 and the horizontal structural member 11, 13b
Is a contact surface between the vertical structural member 10 and the structural member 12, 14 is a centrally formed fixed portion 14a, and a pair of upright wall portions 14b which are orthogonally provided on both sides of the fixed portion 14a; The engagement bolt 1 is formed in a groove shape at two places on the tip side of the portion 14b.
And a joining metal fitting such as Kletec (manufactured by Tatsumi Corporation) formed in a U-shape provided with an engaging portion 14c for fitting 1a. In addition, as the joining metal fittings 14, other joining metal fittings such as Metat manufactured by Kato Sangyo Co., Ltd. and Mushika Strong manufactured by Mushika Co., Ltd. are similarly used. The fixing member 14 has a fixing portion 14a fixed to the contact surface 13a of the vertical structural member 10 with a bolt and a nut 14d.
1 is engaged with the engaging portion 14c of the upright wall portion 14b, and the vertical structural member 10 and the horizontal structural member 1 are engaged.
1 are joined. Reference numerals 15 and 16 extend from the outer peripheral wall of the vertical structural member 10 at right angles to the contact surfaces 13a and 13b, and are formed in predetermined portions of the horizontal structural members 11 and the structural member 12 so that the perforated portions communicate with each other. Connector insertion part, 15a, 1
Reference numeral 6a denotes the bottoms of the connector insertion portions 15 and 16, and reference numeral 17 denotes a hole that communicates from the outer peripheral wall on the upper surface or the side surface of the transverse structural member 11 or the structural member 12 to the bottom portions 15a and 16a of the connector insertion portions 15 and 16. This is the vented air vent. Here, the connector insertion portions 15 and 16 have substantially the same size as the diameter of the neck portion 4 of the connector 1 and 9, and the length thereof is longer than the length of the body portion 2. Of the bottom 15a, 16
It is formed with a length that can be fixed to a. In the third embodiment, 3/4 of the length of the distal end portions 3 and 3 'of the joining tools 1 and 9 is used.
Are embedded in the bottom portions 15a and 16a. Also, neck 4
Is formed with a diameter 4 mm to 12 mm larger than the diameter of the body 2.
【0048】以上のように構成された実施の形態3の構
造部材の接合構造について、以下その接合方法を説明す
る。まず、金具固定工程において、縦構造部材10の設
計位置の当接面13aに接合金具14の固定部14aを
ボルト・ナット14dで螺着固定するとともに、横架構
造部材11の当接面13a側の端面側に少なくとも接合
金具14の立壁部14bが挿入される切欠部11bを外
周壁部から形成し、更に、横架構造部材11の所定部に
係合ボルト11aを螺合する。次いで、縦構造部材10
と横架構造部材11を起重機等で持ち上げて縦構造部材
10の当接面13aに固定された接合金具14の立壁部
14bを切欠部11bに挿入して係合部14cに横架構
造部材11の係合ボルト11aを係合し縦構造部材10
と横架構造部材11を接合し当接面13aで当接させ
る。The joining method of the structural member of the third embodiment configured as described above will be described below. First, in the fitting fixing step, the fixing portion 14a of the joint fitting 14 is screwed and fixed to the contact surface 13a at the design position of the vertical structural member 10 with the bolt and nut 14d, and the contact surface 13a side of the horizontal structural member 11 is fixed. A notch 11b into which at least the upright wall portion 14b of the joint fitting 14 is inserted is formed on the end surface side of the outer peripheral wall portion, and an engaging bolt 11a is screwed into a predetermined portion of the horizontal structural member 11. Next, the vertical structural member 10
And the horizontal structural member 11 is lifted by a hoist or the like, and the upright wall portion 14b of the joint fitting 14 fixed to the contact surface 13a of the vertical structural member 10 is inserted into the notch 11b, and the horizontal structural member 11 is inserted into the engaging portion 14c. Of the vertical structural member 10
And the horizontal structural member 11 are brought into contact with each other at the contact surface 13a.
【0049】次に、挿入部形成工程において、縦構造部
材10の外周壁部から当接面13aに対して直角に、横
架構造部材11の所定部まで接合具挿入部15を穿孔
し、次いで、構造部材12を持ち上げて縦構造部材10
と構造部材12を当接面13bで当接させ、縦構造部材
10の外周壁部から当接面13bに対して直角に、構造
部材12の所定部まで接合具挿入部16を穿孔する。更
に、接合具挿入部15,16の底部15a,16a側
に、横架構造部材11,構造部材12の外周壁部から接
合具挿入部15,16に連通した空気抜き部17を穿設
する。尚、これらの金具固定工程や挿入部形成工程は、
建築物の建築現場で行うこともできるが、予め工場でプ
レカット方式等で形成しておくこともできる。Next, in the insertion portion forming step, the connector insertion portion 15 is pierced from the outer peripheral wall portion of the vertical structure member 10 to a predetermined portion of the horizontal structure member 11 at right angles to the contact surface 13a. The vertical structural member 10 is lifted by lifting the structural member 12.
And the structural member 12 are brought into contact with the contact surface 13b, and the connector insertion portion 16 is pierced from the outer peripheral wall of the vertical structural member 10 to a predetermined portion of the structural member 12 at right angles to the contact surface 13b. Further, on the bottom 15a, 16a side of the connector insertion portions 15, 16, an air vent 17 communicating with the connector insertion portions 15, 16 from the outer peripheral walls of the horizontal structural members 11, 12 is formed. In addition, these metal fitting fixing process and insertion part formation process,
It can be performed at the building site of the building, but it can also be formed in advance in a factory by a pre-cut method or the like.
【0050】次に、固定工程において、縦構造部材10
の外周壁部から接合具挿入部15に接合具1を挿入して
先端部3を接合具挿入部15の底部15aに打設して縦
構造部材10と横架構造部材11を固定する。次いで、
縦構造部材10の外周壁部から接合具挿入部16に接合
具9を挿入して締付部5bにドライバー等の工具を当て
て先端部3′を接合具挿入部16の底部16aに螺着し
て縦構造部材10と構造部材12を固定する。ここで、
接合具1,9は横架構造部材11,構造部材12に緩く
固定して、縦構造部材10と横架構造部材11,構造部
材12にガタつきを残しておくのが好ましい。これによ
り、他の構造部材の接合作業性を向上できる。次に、他
の構造部材の接合等が終了した後、接合具1,9の先端
部3,3′を確実に各構造部材11,12に固定し、当
接面13a,13bを各々略密着させる。これにより、
注入口7から中空部6に注入し吐出口8から接合具挿入
部15,16内に吐出された接着剤が、当接面13a,
13bから漏れるのを防止する。Next, in the fixing step, the vertical structural member 10
Then, the connector 1 is inserted into the connector insertion portion 15 from the outer peripheral wall portion, and the distal end portion 3 is driven into the bottom portion 15a of the connector insertion portion 15 to fix the vertical structural member 10 and the horizontal structural member 11. Then
The connector 9 is inserted into the connector insertion portion 16 from the outer peripheral wall of the vertical structural member 10, and a tool such as a screwdriver is applied to the fastening portion 5 b to screw the tip 3 ′ to the bottom 16 a of the connector insertion portion 16. Then, the vertical structural member 10 and the structural member 12 are fixed. here,
It is preferable that the joints 1 and 9 are loosely fixed to the horizontal structural members 11 and 12 so that the vertical structural members 10 and the horizontal structural members 11 and 12 have looseness. Thereby, the joining workability of other structural members can be improved. Next, after the joining of the other structural members is completed, the distal end portions 3, 3 'of the joining tools 1, 9 are securely fixed to the respective structural members 11, 12, and the contact surfaces 13a, 13b are substantially adhered to each other. Let it. This allows
The adhesive injected into the hollow portion 6 from the inlet 7 and discharged from the discharge port 8 into the connector insertion portions 15 and 16 is applied to the contact surfaces 13a and 13a.
13b is prevented from leaking.
【0051】次いで、緊結固定工程において、注入口7
から中空部6へ接着剤を注入する。注入口7から中空部
6へ接着剤を注入すると、中空部6や接合具挿入部1
5,16内の空気が空気抜き部17から排出されるとと
もに、中空部6に注入された接着剤が吐出口8から吐出
され、接合具1,9の胴部2や先端部3,3′の外周面
と接合具挿入部15,16の周壁間に接着剤が充填され
る。更に、接合具1,9の外周面と接合具挿入部15,
16の周壁間に接着剤が充填されると、空気抜き部17
から接着剤が溢れ出るため、空気抜き部17から溢れ出
る接着剤を確認して接着剤の注入を終了し、縦構造部材
10と横架構造部材11,構造部材12が緊結固定され
る。ここで、接着剤としては、エポキシ樹脂系接着剤,
ポリウレタン系接着剤,酢酸ビニル樹脂系接着剤等が用
いられる。尚、接合具1,9の使用本数は、接合する構
造部材の大きさ等により、任意に変更される。また、接
合具1,9の使用本数が多い場合、荷重を分布させるこ
とができるとともに、接合具1,9を小型化することが
でき構造部材の断面欠損を減少することができ接合強度
を向上できる。Next, in the binding fixing step, the injection port 7
The adhesive is injected into the hollow part 6 from the above. When the adhesive is injected from the inlet 7 into the hollow portion 6, the hollow portion 6 and the connector insertion portion 1
While the air in the air outlets 5 and 16 is exhausted from the air vent 17, the adhesive injected into the hollow 6 is discharged from the outlet 8, and the body 2 and the tips 3 and 3 ′ of the connectors 1 and 9 are removed. An adhesive is filled between the outer peripheral surface and the peripheral walls of the connector insertion portions 15 and 16. Further, the outer peripheral surfaces of the connectors 1, 9 and the connector insertion portions 15,
When the adhesive is filled between the peripheral walls of the air vent 16, the air vent 17
Since the adhesive overflows from the opening, the adhesive overflowing from the air vent 17 is confirmed, and the injection of the adhesive is terminated, and the vertical structural member 10, the horizontal structural member 11, and the structural member 12 are tightly fixed. Here, as the adhesive, an epoxy resin adhesive,
A polyurethane adhesive, a vinyl acetate resin adhesive, or the like is used. Note that the number of the joining tools 1 and 9 used is arbitrarily changed depending on the size of the structural members to be joined and the like. When the number of the joints 1 and 9 used is large, the load can be distributed, and the joints 1 and 9 can be reduced in size, the cross-sectional defects of the structural members can be reduced, and the joint strength can be improved. it can.
【0052】以上のように実施の形態1,2における接
合具及びそれを用いた実施の形態3における構造部材の
接合構造並びに接合方法によれば、以下の作用を有す
る。 (1)縦構造部材の当接面に接合金具を固定し、横架構
造部材に螺合した係合ボルトを接合金具に係合して縦構
造部材と横架構造部材の当接面を当接するとともに、縦
構造部材と横架構造部材を連通する接合具挿入部を穿孔
し、接合具を接合具挿入部に挿入して接合具の先端部を
接合具挿入部の底部に打設するだけで各構造部材を接合
でき、更に、接合具の中空部に注入口から接着剤を注入
することにより、接着剤が吐出口から吐出され接合具の
外周面と接合具挿入部の周壁間に接着剤を充填でき、各
構造部材を確実に緊結固定でき、簡単にラーメン接合構
造が得られる。 (2)縦構造部材と横架構造部材を接合金具を用いて接
合しているため、各構造部材の当接面を密着させること
ができ、接合具の中空部から接合具の外周面と接合具挿
入部の周壁間に接着剤を充填した際に、接着剤が当接面
から漏れるのを防止できるとともに、接合金具と接合具
及び接着剤を用いて各構造部材を緊結固定しているた
め、構造部材同士を剛接合することができる。 (3)接合金具で縦構造部材と横架構造部材の仮固定が
できるとともに、仮固定後に接合具挿入部を穿孔してい
るため、縦構造部材と横架構造部材の当接面を正確に接
合することができ、接合作業性や接合精度を向上でき
る。 (4)縦構造部材と構造部材の当接面を当接して縦構造
部材と構造部材を連通する接合具挿入部を穿孔し、接合
具を接合具挿入部に挿入して接合具の先端部を接合具挿
入部の底部に螺着するだけで、各構造部材同士を引き寄
せて密接して接合でき、更に、接合具の中空部に注入口
から接着剤を注入することにより、各構造部材を確実に
緊結固定できるとともに、構造部材間の当接面から接着
剤が漏れるのを防止できる。 (5)各構造部材に接合具挿入部を形成し、接合具挿入
部に接合具を挿入して接合具の先端部を接合具挿入部の
底部に打設又は螺着するだけで各構造部材を固定でき接
合作業性を向上できる。 (6)接合具を接合具挿入部の底部に緩く打設又は螺着
して、接合する構造部材間にガタつきを残すことによ
り、他の各構造部材の組み立て作業性を向上できる。 (7)接合具挿入部を接合具の首部の直径と略同一の直
径で形成しているため、接合具挿入部内に接着剤が充填
された際に、接合具挿入部の開口部側から接着剤が漏れ
るのを防止できる。 (8)接合具挿入部を接合具の長さより短くかつ、胴部
の長さより長く形成しているため、接合具挿入部の底部
に接合具の先端部を確実に打設又は螺着でき接合具で各
構造部材を接合できる。 (9)横架構造部材及び構造部材に接合具挿入部に連通
した空気抜き部を有しているため、接合具の中空部に接
着剤を注入する際に、中空部内や接合具挿入部内の空気
が空気抜き部から排出され、接着剤がスムーズに充填で
きるとともに、接着剤注入時に空気抜き部から接着剤が
溢れ出るのを確認することで、接合具の外周面と接合具
挿入部の周壁間に接着剤が満たされたことを確認でき
る。 (10)接合具を各構造部材に形成された接合具挿入部
に挿入して各構造部材を接合するとともに、接合具の外
周面と接合具挿入部の周壁間に接着剤を充填して構造部
材同士を緊結しているため、構造部材の曲げ、引張り、
圧縮、剪断等に対する抵抗力を向上させることができ
る。 (11)接合具が各構造部材に埋設されているととも
に、接合具の外周面が接着剤で被覆されるため、接合具
が酸化等するのを防止でき接合具の耐久性を向上するこ
とができ、また、構造部材の伸縮を吸収でき、構造部材
間のガタつきを防止できる。As described above, according to the joining tool in Embodiments 1 and 2 and the joining structure and joining method of the structural members in Embodiment 3 using the same, the following operations are provided. (1) A joining metal fitting is fixed to a contact surface of a vertical structural member, and an engaging bolt screwed to the horizontal structural member is engaged with the joining metal to bring the contact surface between the vertical structural member and the horizontal structural member into contact. Attaches and inserts a connector insertion part that connects the vertical structure member and the horizontal structure member, inserts the connector into the connector insertion portion, and drives the distal end of the connector into the bottom of the connector insertion portion. The adhesive can be discharged from the discharge port by injecting the adhesive into the hollow part of the connector from the injection port, and adhered between the outer peripheral surface of the connector and the peripheral wall of the connector insertion part. An agent can be filled, each structural member can be securely fastened and fixed, and a rigid joint structure can be easily obtained. (2) Since the vertical structural member and the horizontal structural member are joined by using the joint fitting, the contact surfaces of the respective structural members can be brought into close contact with each other, and the outer peripheral surface of the joint is joined from the hollow portion of the joint. When the adhesive is filled between the peripheral walls of the fixture insertion portion, the adhesive can be prevented from leaking from the abutting surface, and each structural member is tightly fixed using the joint fitting and the joint and the adhesive. Thus, the structural members can be rigidly joined to each other. (3) The vertical structure member and the horizontal structure member can be temporarily fixed by the joint metal fitting, and the joint insertion portion is perforated after the temporary fixing, so that the contact surface between the vertical structure member and the horizontal structure member can be accurately determined. Joining can be performed, and joining workability and joining accuracy can be improved. (4) Perforating a connector insertion portion for contacting the vertical structural member and the structural member with an abutting surface of the structural member, and piercing a connector insertion portion for communicating the vertical structural member with the structural member; By simply screwing the structural member to the bottom of the connector insertion part, each structural member can be pulled together and closely bonded, and further, by injecting an adhesive from the injection port into the hollow portion of the connector, each structural member can be connected. It is possible to securely tighten and fix and prevent the adhesive from leaking from the contact surface between the structural members. (5) A connector insertion portion is formed in each structural member, and the connector is inserted into the connector insertion portion, and the distal end portion of the connector is driven or screwed into the bottom of the connector insertion portion. Can be fixed and joining workability can be improved. (6) By loosely driving or screwing the joining tool to the bottom of the joining tool insertion portion to leave looseness between the structural members to be joined, the assembling workability of other structural members can be improved. (7) Since the joint insertion portion is formed to have substantially the same diameter as the diameter of the neck portion of the joint, when the adhesive is filled in the joint insertion portion, bonding is performed from the opening side of the joint insertion portion. The agent can be prevented from leaking. (8) Since the connector insertion portion is formed to be shorter than the length of the connector and longer than the length of the body portion, the tip of the connector can be securely driven or screwed to the bottom of the connector insertion portion and joined. Each structural member can be joined with a tool. (9) Since the horizontal structural member and the structural member have an air vent portion communicating with the connector insertion portion, when the adhesive is injected into the hollow portion of the connector, air in the hollow portion or the connector insertion portion is used. Is discharged from the air vent and the adhesive can be filled smoothly, and by confirming that the adhesive overflows from the air vent when the adhesive is injected, the adhesive is bonded between the outer peripheral surface of the joint and the peripheral wall of the joint insertion part. It can be confirmed that the agent has been filled. (10) The structure is obtained by inserting the joint into the joint insertion portion formed on each structural member to join each structural member, and filling the gap between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion with the adhesive. Since the members are tightly connected, bending, pulling,
Resistance to compression, shearing, and the like can be improved. (11) Since the connector is embedded in each structural member and the outer peripheral surface of the connector is covered with an adhesive, it is possible to prevent the connector from being oxidized and the like and to improve the durability of the connector. In addition, expansion and contraction of the structural members can be absorbed, and rattling between the structural members can be prevented.
【0053】(実施の形態4,5,6)本発明の実施の
形態4,5における接合具について、以下図面を用いて
説明する。図4(a)は実施の形態4における先端部に
螺子状部を有した接合具の全体斜視図であり、図4
(b)は実施の形態5における分割式の接合具の要部分
解全体斜視図である。尚、実施の形態1,2と同様のも
のには同一の符号を付して説明を省略する。図4(a)
において、20は実施の形態4におけるステンレス等の
金属製で先端部3′に螺子状部を有した接合具、21は
首部4の端部に形成されたナット状の頭部である。図4
(b)において、22は実施の形態5におけるステンレ
ス等の金属製で複数に分割自在な分割式の接合具、23
は一端にナット状の頭部21を有した頭部部材、23a
は頭部部材23の他端に形成された雌螺子状の接合部、
24は接合具22の胴部材、24aは胴部材24の一端
に雄螺子状に形成され接合部23aに脱着自在な胴接合
部、24bは胴部材24の他端に雌螺子状に形成された
胴接合部、25は一端に先端部3′を有した先端部材、
25aは先端部材25の他端に雄螺子状に形成され胴接
合部24bに脱着自在な接合部、26は頭部部材23,
胴部材24,先端部材25からなる接合具22の胴部、
6a,6b,6cは頭部部材23,胴部材24,先端部
材25の略軸心の長手方向に各々形成された単位中空
部、6′は頭部部材23,胴部材24,先端部材25を
接合した際に単位中空部6a,6b,6cで形成される
長さ方向が略一直線の中空部、8′は中空部6′の単位
中空部6cの端部と直交して先端部材25に穿設され中
空部6′と連通して対称位置に形成された接着剤の吐出
口である。ここで、接合具22は、頭部部材23の接合
部23aに胴部材24の胴接合部24aを螺着し、ま
た、胴部材24の胴接合部24bに先端部材25の接合
部25aを螺着して形成される。また、注入口7に嵌合
する突起を有する封止体(図示せず)を釘かくしのよう
に、頭部21に装着してもよい。(Embodiments 4, 5, and 6) A connector according to Embodiments 4 and 5 of the present invention will be described below with reference to the drawings. FIG. 4 (a) is an overall perspective view of a connector having a screw-shaped portion at the distal end according to the fourth embodiment.
(B) is an exploded whole perspective view of a main part of the split-type connector according to the fifth embodiment. Note that the same components as those in the first and second embodiments are denoted by the same reference numerals, and description thereof is omitted. FIG. 4 (a)
In the figure, reference numeral 20 denotes a connector made of metal such as stainless steel in the fourth embodiment and having a threaded portion at the tip 3 ', and reference numeral 21 denotes a nut-shaped head formed at the end of the neck 4. FIG.
In (b), reference numeral 22 denotes a split-type connector which is made of a metal such as stainless steel and can be divided into a plurality of pieces in the fifth embodiment;
Is a head member having a nut-shaped head 21 at one end, 23a
Is a female screw joint formed at the other end of the head member 23,
Numeral 24 denotes a torso member of the joining tool 22, 24a is a male screw formed at one end of the torso member 24 and is detachable to the joint 23a, and 24b is formed as a female screw at the other end of the torso member 24. A torso joint 25, a tip member having a tip 3 'at one end;
25a is a male screw formed at the other end of the tip member 25, and is a detachable joint to the trunk joint 24b.
A torso portion of the connector 22 including a torso member 24 and a tip member 25;
6a, 6b and 6c are unit hollow portions formed in the longitudinal direction of the substantially axial center of the head member 23, the trunk member 24 and the tip member 25, and 6 'is the head member 23, the trunk member 24 and the tip member 25. The hollow portion formed by the unit hollow portions 6a, 6b, 6c when joined together has a substantially straight longitudinal direction. It is an adhesive outlet formed at a symmetrical position provided in communication with the hollow portion 6 '. Here, the joining tool 22 screws the torso joining portion 24a of the torso member 24 to the joining portion 23a of the head member 23, and the joining portion 25a of the tip member 25 to the torso joining portion 24b of the torso member 24. It is formed by wearing. Further, a sealing body (not shown) having a projection fitted to the injection port 7 may be attached to the head 21 like a nail cover.
【0054】以上のように構成された実施の形態4,5
の接合具20,22を用いて、以下、実施の形態6にお
ける木造建築物の構造部材の接合構造について、図面を
用いて説明する。図5は実施の形態6における抱き柱の
構造部材の接合構造を示す要部側面断面図である。尚、
実施の形態3と同様のものには同一の符号を付して説明
を省略する。図中、10′は抱き柱等の構造部材、1
1′は桁等の横架構造部材、27aは縦構造部材10と
横架構造部材11′の当接面、27bは横架構造部材1
1′と構造部材10′の当接面、27cは縦構造部材1
0と構造部材10′の当接面、28は横架構造部材1
1′の外周壁部から当接面27bに対して直交して構造
部材10′の所定部まで穿孔された接合具挿入部、29
は縦構造部材10又は構造部材10′の外周壁部から当
接面27cに対して直交して構造部材10′,縦構造部
材10の所定部まで穿孔された接合具挿入部、28a,
29aは接合具挿入部28,29の底部、30aは横架
構造部材11′の側面の外周壁部の上側に穿孔され接合
具挿入部28の開口部側に連通した空気抜き部、30b
は縦構造部材10や構造部材10′の側面の外周壁部に
接合具20の吐出口8よりも遠方側に穿孔され接合具挿
入部29の底部29a側に連通した空気抜き部、31は
接合具22の胴部26に外嵌され接合具挿入部28内に
配設されるスプリング等の螺旋状部材である。Embodiments 4 and 5 configured as above
Hereinafter, the joining structure of the structural members of the wooden building in Embodiment 6 will be described with reference to the drawings by using the joining tools 20 and 22 of the first embodiment. FIG. 5 is a side cross-sectional view of a main part showing a joint structure of the structural members of the holding pillar according to the sixth embodiment. still,
The same components as those in the third embodiment are denoted by the same reference numerals, and description thereof is omitted. In the figure, 10 'is a structural member such as a holding post, 1
1 'is a horizontal structural member such as a girder, 27a is a contact surface between the vertical structural member 10 and the horizontal structural member 11', and 27b is a horizontal structural member 1
1 'and the contact surface of the structural member 10', 27c are the vertical structural member 1
0 and the contact surface of the structural member 10 ';
A connector insertion portion 29 pierced from the outer peripheral wall portion 1 'to a predetermined portion of the structural member 10' at right angles to the contact surface 27b, 29
A connector insertion portion 28a, which is perpendicular to the contact surface 27c from the outer peripheral wall portion of the vertical structural member 10 or the structural member 10 'and is drilled to a predetermined portion of the vertical structural member 10;
29a is a bottom portion of the connector insertion portions 28 and 29, 30a is an air vent portion pierced above the outer peripheral wall on the side surface of the horizontal structure member 11 'and communicated with the opening side of the connector insertion portion 28, 30b
Is an air vent formed in the outer peripheral wall of the side surface of the vertical structural member 10 or the structural member 10 ′ at a position farther than the discharge port 8 of the connector 20 and communicated with the bottom 29 a side of the connector insertion portion 29; A spiral member, such as a spring, which is fitted to the body portion 26 of the 22 and is disposed in the connector insertion portion 28.
【0055】以上のように構成された実施の形態6の構
造部材の接合構造について、以下その接合方法を説明す
る。まず、挿入部形成工程において、縦構造部材10と
構造部材10′を起重機等で持ち上げて縦構造部材10
と構造部材10′を当接面27cで当接させ、縦構造部
材10,構造部材10′の外周壁部から当接面27cに
対して直角に、構造部材10′,縦構造部材10の所定
部まで接合具挿入部29を各々を穿孔する。次いで、横
架構造部材11′を起重機等で持ち上げて縦構造部材1
0と横架構造部材11′を当接面27aで当接させると
ともに、横架構造部材11′と構造部材10′を当接面
27bで当接させ、横架構造部材11′の外周壁部から
当接面27bに対して直角に、構造部材10′の所定部
まで接合具挿入部28を穿孔する。更に、接合具挿入部
28の開口部側,接合具挿入部29の底部29a側に、
横架構造部材11′,縦構造部材10,構造部材10′
の外周壁部から接合具挿入部28,29に連通した空気
抜き部30a,30bを穿設する。尚、これらの挿入部
形成工程は、建築物の建築現場で行うこともできるが、
予め工場でプレカット方式等で形成しておくこともでき
る。The joining method of the joining structure of the structural members of Embodiment 6 configured as described above will be described below. First, in the insertion portion forming step, the vertical structural member 10 and the structural member
And the structural member 10 ′ are brought into contact with each other at the contact surface 27 c, and a predetermined angle of the structural member 10 ′ and the vertical structural member 10 is perpendicular to the contact surface 27 c from the outer peripheral wall of the vertical structural member 10 and the structural member 10 ′. The connector insertion part 29 is pierced to each part. Then, the horizontal structural member 11 'is lifted by a hoist or the like to lift the vertical structural member 1'.
0 and the horizontal structural member 11 'are brought into contact with each other at the contact surface 27a, and the horizontal structural member 11' and the structural member 10 'are brought into contact with each other at the contact surface 27b. Then, the connector insertion portion 28 is pierced at right angles to the contact surface 27b to a predetermined portion of the structural member 10 '. Further, on the opening side of the connector insertion portion 28 and on the bottom 29a side of the connector insertion portion 29,
Horizontal structural member 11 ', vertical structural member 10, structural member 10'
The air vent portions 30a, 30b communicating with the connector insertion portions 28, 29 are bored from the outer peripheral wall portion. In addition, although these insertion part formation processes can also be performed at the construction site of a building,
It can also be formed in advance by a pre-cut method at a factory.
【0056】次に、固定工程において、縦構造部材1
0,構造部材10′の外周壁部から接合具挿入部29に
接合具20を各々挿入して螺子状部を有した先端部3′
を接合具挿入部29の底部29aに螺着して縦構造部材
10と構造部材10′を固定する。次いで、接合具22
に螺旋状部材31を外嵌して接合具22と螺旋状部材3
1を、横架構造部材11′の外周壁部から接合具挿入部
28に挿入して接合具22の先端部3′を接合具挿入部
28の底部28aに螺着して横架構造部材11′と構造
部材10′を固定する。次に、接合具20,22の先端
部3′を接合具挿入部28,29の底部28a,29a
に確実に螺着し、各構造部材同士を引き寄せ、当接面2
7b,27cを各々略密着させる。Next, in the fixing step, the vertical structural member 1
0, each of the joining members 20 is inserted into the joining member insertion portion 29 from the outer peripheral wall portion of the structural member 10 ′, and the distal end portion 3 ′ having a screw-shaped portion is provided.
Is screwed onto the bottom portion 29a of the connector insertion portion 29 to fix the vertical structural member 10 and the structural member 10 '. Next, the joining tool 22
Spiral member 31 is externally fitted to connector 22 and spiral member 3
1 is inserted into the connector insertion portion 28 from the outer peripheral wall portion of the horizontal structure member 11 ′, and the distal end 3 ′ of the connector 22 is screwed to the bottom portion 28 a of the connector insertion portion 28 so that the horizontal structure member 11 ′ is inserted. And the structural member 10 '. Next, the tips 3 'of the connectors 20, 22 are connected to the bottoms 28a, 29a of the connector insertion portions 28, 29.
Screw, pulling each structural member together,
7b and 27c are brought into close contact with each other.
【0057】次いで、緊結固定工程において、注入口7
から接合具20,22の中空部6,6′へ接着剤を注入
すると、実施の形態3と同様に、中空部6,6′や接合
具挿入部28,29内の空気が空気抜き部30a,30
bから排出されるとともに、中空部6,6′に注入され
た接着剤が吐出口8,8′から吐出され、接合具20,
22の胴部2,26や先端部3′の外周面と接合具挿入
部28,29の周壁間に接着剤が充填され、縦構造部材
10と構造部材10′,構造部材10′と横架構造部材
11′が緊結固定される。Next, in the binding and fixing step, the injection port 7
When the adhesive is injected into the hollow portions 6, 6 'of the connectors 20, 22, the air in the hollow portions 6, 6' and the connector insertion portions 28, 29 is released from the air vent portions 30a, 30 as in the third embodiment. 30
b, and the adhesive injected into the hollow portions 6, 6 'is discharged from the discharge ports 8, 8', and
An adhesive is filled between the outer peripheral surfaces of the body portions 2 and 26 and the distal end portion 3 'and the peripheral walls of the connector insertion portions 28 and 29, and the vertical structural member 10 and the structural member 10', and the structural member 10 ' The structural member 11 'is tightly fixed.
【0058】以上のように実施の形態4,5における接
合具及びそれを用いた実施の形態6における構造部材の
接合構造並びに接合方法によれば、実施の形態1乃至3
の作用に加えて、以下の作用を有する。 (1)接合具の胴部にスプリング等の螺旋状部材を外嵌
し、接合具と螺旋条部材を接合具挿入部に挿入している
ため、接合具の中空部に接着剤を注入した際に、接合具
の吐出口から接合具の外周面及び接合具挿入部の周壁間
で螺旋状部材に沿って接着剤を略均等に充填することが
でき、接着剤の充填ムラを防ぎ構造部材同士を緊結でき
る。 (2)接合具の胴部に螺旋状部材を外嵌しているため、
接着剤で螺旋状部材が接合具挿入部内に埋設され該接合
具が補強材としての役割を果たし、構造部材同士の接合
部の剪断,引張り応力等を向上させることができる。 (3)接合具が、一端に頭部を有し他端に接合部を有し
た頭部部材と、両端に胴接合部を有した胴部材と、一端
に接合部を有し他端に先端部を有した先端部材と、を有
しているため、各接合部で各部材を接合することによ
り、該接合具を形成することができ、接合する胴部材の
数により該接合具を任意の長さに調整できる。 (4)接合具が、頭部部材,胴部材,先端部材に分割さ
れているため、中空部を形成する際に、各部材毎に長さ
の短い単位中空部を形成することにより接合具の中空部
を形成することができ、特に、先端部側に吐出口を形成
する場合に、中空部を容易に形成することができる。 (5)接合具を接合具挿入部に挿入し、接合具の外周面
と接合具挿入部の周壁間に接着剤を充填して構造部材同
士を緊結固定しているため、接合具が頭部部材,胴部
材,先端部材を接合して形成されている場合、各部材の
接合部が接着剤で被覆され、接合具の強度を向上でき
る。 (6)接着剤の吐出口が接合具の先端部材に形成され、
空気抜き部が吐出口と反対側(遠方側)に形成されてい
るため、接着剤の充填ムラを防ぎ確実に構造部材同士を
接合できる。 (7)接合部の先端部を螺子状に形成しているので、接
合部を底部に螺着するだけで、各構造部材を引き寄せ強
固に密接固定させることができ、更に、接着剤を介して
各構造部材と接合具が強固に接着固定され機械的強度に
優れたラーメン接合が得られる。 (8)頭部がナット状に形成されているので、電気式工
具を用いることにより、短時間に強固な接合を得ること
ができる。As described above, according to the joining structure of Embodiments 4 and 5 and the joining structure and joining method of the structural member in Embodiment 6 using the same, Embodiments 1 to 3 are used.
In addition to the action described above, the following action is provided. (1) Since a spiral member such as a spring is externally fitted to the body of the connector and the connector and the spiral strip member are inserted into the connector insertion portion, when the adhesive is injected into the hollow portion of the connector. In addition, the adhesive can be almost uniformly filled along the spiral member between the outer peripheral surface of the connector and the peripheral wall of the connector insertion portion from the discharge port of the connector, thereby preventing uneven filling of the adhesive. Can be tied. (2) Since the spiral member is externally fitted to the body of the connector,
The spiral member is buried in the joint insertion portion with the adhesive, and the joint plays a role as a reinforcing material, and the shearing and tensile stress at the joint between the structural members can be improved. (3) A joining member has a head member having a head portion at one end and a joining portion at the other end, a body member having a trunk joining portion at both ends, and a joining member at one end and a tip end at the other end. Since the end member has a portion, the joining device can be formed by joining each member at each joining portion, and the joining device can be arbitrarily selected according to the number of body members to be joined. Adjustable to length. (4) Since the joining device is divided into a head member, a body member, and a tip member, when the hollow portion is formed, a unit hollow portion having a short length is formed for each member to form the joining device. The hollow portion can be formed, and particularly when the discharge port is formed on the tip end side, the hollow portion can be easily formed. (5) The connector is inserted into the connector insertion portion and the adhesive is filled between the outer peripheral surface of the connector and the peripheral wall of the connector insertion portion to tightly fix the structural members. When the member, the trunk member, and the distal end member are formed by joining, the joining portion of each member is covered with the adhesive, and the strength of the joining tool can be improved. (6) A discharge port for the adhesive is formed in the tip member of the joining tool,
Since the air vent portion is formed on the opposite side (far side) from the discharge port, uneven filling of the adhesive can be prevented, and the structural members can be securely joined. (7) Since the distal end of the joining portion is formed in a screw shape, each structural member can be pulled and firmly fixed tightly only by screwing the joining portion to the bottom portion, and further via an adhesive. Each structural member and the connector are firmly adhered and fixed, so that a rigid frame connection with excellent mechanical strength can be obtained. (8) Since the head is formed in a nut shape, a strong joint can be obtained in a short time by using an electric tool.
【0059】(実施の形態7,8)本発明の実施の形態
7における接合具について、以下図面を用いて説明す
る。図6は実施の形態7における接合具の全体斜視図で
ある。尚、実施の形態1又は5と同様のものには同一の
符号を付して説明を省略する。図中、40は実施の形態
7におけるステンレス等の金属製の接合具、41は胴部
2の一端に形成された頭部、41aは平面状に形成され
た頭部41の端面である。ここで、接合具40の中空部
6′は接合具40の先端部3側まで形成され、吐出口
8′は中空部6′の端部に形成される。(Embodiments 7 and 8) A connector according to Embodiment 7 of the present invention will be described below with reference to the drawings. FIG. 6 is an overall perspective view of the connector according to the seventh embodiment. Note that the same components as those in the first or fifth embodiment are denoted by the same reference numerals, and description thereof is omitted. In the figure, reference numeral 40 denotes a metal fitting such as stainless steel according to the seventh embodiment, reference numeral 41 denotes a head formed at one end of the body 2, and reference numeral 41a denotes an end face of the head 41 formed in a planar shape. Here, the hollow portion 6 'of the joint 40 is formed up to the distal end portion 3 side of the joint 40, and the discharge port 8' is formed at the end of the hollow portion 6 '.
【0060】以上のように構成された実施の形態7の接
合具40を用いて、以下、実施の形態8における木造建
築物の構造部材の接合構造について、図面を用いて説明
する。図7は実施の形態8における土台の構造部材の接
合構造を示す要部側面断面図である。尚、実施の形態3
又は6と同様のものには同一の符号を付して説明を省略
する。図中、42は土台の構造部材、43は縦構造部材
10と構造部材42の当接面、44は縦構造部材10の
外周壁部から当接面43に対して傾斜角度αを有して構
造部材42に胴部2の長さよりも長くかつ接合具40の
長さよりも所定長さ短く穿孔された接合具挿入部、44
aは接合具挿入部44の底部、45は接合具挿入部44
の開口部側に接合具挿入部44に連通して縦構造部材1
0に穿孔された空気抜き部、46は接合具挿入部44の
開口部に接合具挿入部44と直交して縦構造部材10に
穿設された座部、47は座部46の開口側に埋設され表
面が縦構造部材10の外周壁面と略面一に形成された埋
設材(封止体)、47aは接合具40の注入口7に嵌脱
自在に嵌合され注入口7を封止する突起部である。Hereinafter, the joining structure of the structural members of the wooden building according to the eighth embodiment will be described with reference to the drawings, using the joining tool 40 of the seventh embodiment configured as described above. FIG. 7 is a side sectional view of a main part showing a joint structure of a structural member of a base according to the eighth embodiment. Embodiment 3
Or, the same components as those in 6 are denoted by the same reference numerals and description thereof is omitted. In the figure, 42 is a structural member of the base, 43 is a contact surface between the vertical structural member 10 and the structural member 42, and 44 has an inclination angle α from the outer peripheral wall of the vertical structural member 10 to the contact surface 43. A connector insertion portion 44 pierced in the structural member 42 by a predetermined length longer than the length of the body portion 2 and shorter than the length of the connector 40;
a is the bottom of the connector insertion portion 44, 45 is the connector insertion portion 44
The vertical structural member 1 communicates with the connector insertion portion 44 on the opening side of the
An air vent portion perforated at 0, a seat 46 perforated in the vertical structural member 10 orthogonal to the connector insertion portion 44 in an opening of the connector insertion portion 44, and a hole 47 buried in the opening side of the seat portion 46. A buried material (sealing body) 47a whose surface is formed substantially flush with the outer peripheral wall surface of the vertical structural member 10, 47a is fitted to the injection port 7 of the connector 40 so as to be freely detachable and seals the injection port 7. It is a projection.
【0061】尚、傾斜角度αとしては、30°≦α≦6
0°で形成される。傾斜角度αが30°よりも小さくな
るにつれ接合具挿入部44の位置が縦構造部材10の当
接面43側に近づき、大きな外力に対して縦構造部材1
0が破損し易くなる傾向が有り、傾斜角度αが60°よ
りも大きくなるにつれ接合具40の長さが長くなり、接
着剤を浪費する傾向が有り、いずれも好ましくない。ま
た、接合具挿入部44の直径としては、接合具40の頭
部41aの直径の1/4倍〜3/4倍で、かつ、胴部2
の直径より4mm〜12mm大きい直径で形成される。
接合具40の頭部41aの直径の1/4倍より小さくな
るにつれ接合具40の頭部41aと接合具挿入部44と
の外径の差が大きくなり過ぎ頭部41aが突出する傾向
が有り、頭部41aの直径の3/4倍より大きくなるに
つれ頭部41aと接合具挿入部44との外径の差が小さ
くなり過ぎ頭部41aから接着剤が漏れ易くなる傾向が
有り、また、胴部2の直径との差が4mmより小さくな
るにつれ接合具挿入部44と接合具40の胴部2との間
での接着剤の流動性に欠ける傾向が有り、胴部2の直径
との差が12mmより大きくなるにつれ必要以上に接着
剤を要す傾向が有り、いずれも好ましくない。Incidentally, as the inclination angle α, 30 ° ≦ α ≦ 6
It is formed at 0 °. As the inclination angle α becomes smaller than 30 °, the position of the connector insertion portion 44 approaches the contact surface 43 side of the vertical structural member 10, and the vertical structural member 1 receives a large external force.
0 tends to be easily broken, and as the inclination angle α becomes larger than 60 °, the length of the joint 40 increases, and the adhesive tends to be wasted. The diameter of the connector insertion portion 44 is で to / of the diameter of the head 41 a of the connector 40 and the body 2
And 4 mm to 12 mm larger than the diameter of
As the diameter of the head 41a of the joint 40 becomes smaller than 1 / times the diameter of the head 41a of the joint 40, the difference in outer diameter between the head 41a of the joint 40 and the insertion part 44 becomes too large, and the head 41a tends to protrude. As the diameter of the head 41a becomes larger than / times the diameter of the head 41a, the difference in outer diameter between the head 41a and the connector insertion portion 44 becomes so small that the adhesive tends to leak from the head 41a. As the difference from the diameter of the body 2 becomes smaller than 4 mm, there is a tendency that the fluidity of the adhesive between the connector insertion portion 44 and the body 2 of the connector 40 tends to be lacking. As the difference becomes larger than 12 mm, there is a tendency that an adhesive is required more than necessary, and neither is preferable.
【0062】以上のように構成された実施の形態8の構
造部材の接合構造について、以下その接合方法を説明す
る。まず、挿入部形成工程において、縦構造部材10を
起重機等で持ち上げて縦構造部材10と構造部材42を
当接面43で当接させ、縦構造部材10の外周壁部から
当接面43に対して傾斜角度αを有して構造部材42の
所定部まで接合具挿入部44を穿孔する。次いで、接合
具挿入部44の開口部側に、縦構造部材10の外周壁部
から接合具挿入部44に連通した空気抜き部45を穿設
する。尚、これらの挿入部形成工程は、建築物の建築現
場で行うこともできるが、予め工場でプレカット方式等
で形成しておくこともできる。The joining method of the structural member of Embodiment 8 configured as described above will be described below. First, in the insertion portion forming step, the vertical structural member 10 is lifted by a hoist or the like, and the vertical structural member 10 and the structural member 42 are brought into contact with each other at the contact surface 43. The connector insertion portion 44 is pierced to a predetermined portion of the structural member 42 with an inclination angle α. Next, an air vent 45 communicating with the connector insertion portion 44 from the outer peripheral wall of the vertical structural member 10 is formed in the opening side of the connector insertion portion 44. Note that these insertion portion forming steps can be performed at a building site of a building, but can also be formed in advance in a factory by a pre-cut method or the like.
【0063】次に、固定工程において、接合具40に螺
旋状部材31を外嵌して接合具40と螺旋状部材31
を、縦構造部材10の外周壁部から接合具挿入部44に
挿入して接合具40の先端部3を接合具挿入部44の底
部44aに打設して縦構造部材10と構造部材42を固
定する。次に、緊結固定工程において、実施の形態3又
は6と同様に、接合具40の注入口7から中空部6′に
接着剤を注入し、接合具40の胴部2や先端部3の外周
面と接合具挿入部44の周壁間に接着剤を充填しながら
空気抜き部45から接着剤が一部流出するまで接着剤を
注入して、縦構造部材10と構造部材42を緊結固定す
る。次いで、埋設材47の突起部47aを接合具44の
注入口7に嵌合して注入口7を封止する。Next, in the fixing step, the spiral member 31 is externally fitted to the joint 40 and the spiral
Is inserted into the connector insertion portion 44 from the outer peripheral wall of the vertical structural member 10, and the distal end portion 3 of the connector 40 is driven into the bottom portion 44 a of the connector insertion portion 44 so that the vertical structural member 10 and the structural member 42 are joined together. Fix it. Next, in the fastening and fixing step, similarly to the third or sixth embodiment, an adhesive is injected into the hollow portion 6 ′ from the injection port 7 of the joint 40, and the outer periphery of the body 2 and the distal end 3 of the joint 40. The vertical structure member 10 and the structure member 42 are tightly fixed by filling the space between the surface and the peripheral wall of the connector insertion portion 44 with the adhesive until the adhesive partially flows out from the air vent portion 45. Next, the projection 47a of the embedding material 47 is fitted into the injection port 7 of the connector 44 to seal the injection port 7.
【0064】以上のように実施の形態7における接合具
及びそれを用いた実施の形態8における構造部材の接合
構造並びに接合方法によれば、実施の形態1乃至6の作
用に加えて、以下の作用を有する。 (1)接合具を構造部材の当接面に対して傾斜角度αを
有して挿入しているため、鉛直荷重に対する変形に耐え
ることができ、構造部材同士の接合力を向上できる。 (2)接合具挿入部の開口部に座部を穿設しているた
め、接合具の頭部が構造部材の表面から大きく突出する
ことを防止でき外観を向上できる。 (3)座部の開口側に埋設材を埋設しているため、接合
具の頭部が露出するのを防止でき火災時等に構造部材の
炭化皮膜により接合具を火災の高温から守ることができ
るとともに、接合具を介して外部の熱を内部に伝えるの
を防止でき安全性を向上することができる。 (4)埋設材を構造部材の外周壁面と略同一にしている
ため、構造部材の外観を向上できる。 (5)埋設材が、注入口に嵌合される突起部を有してい
るため、突起部を注入口に嵌合して注入口を封止するこ
とができ、特に、粘度の極めて低い接着剤や硬化に長時
間を要す接着剤を使用した場合でも、注入口から接着剤
が漏れるのを防止できる。 (6)接着剤の吐出口が接合具の先端部側に形成され、
空気抜き部が吐出口と反対側(遠方側)に形成されてい
るため、接着剤の充填ムラを防ぎ確実に構造部材同士を
接合できる。As described above, according to the joining tool in the seventh embodiment and the joining structure and joining method of the structural members in the eighth embodiment using the joining tool, in addition to the effects of the first to sixth embodiments, the following Has an action. (1) Since the connector is inserted with an inclination angle α to the contact surface of the structural member, it can withstand deformation due to a vertical load, and the joining force between the structural members can be improved. (2) Since the seat is formed in the opening of the connector insertion portion, the head of the connector can be prevented from protruding significantly from the surface of the structural member, and the appearance can be improved. (3) Since the buried material is buried in the opening side of the seat, it is possible to prevent the head of the joint from being exposed, and to protect the joint from the high temperature of the fire by the carbonized film of the structural member in case of fire. In addition, it is possible to prevent external heat from being transmitted to the inside through the connector, and to improve safety. (4) Since the embedding material is substantially the same as the outer peripheral wall surface of the structural member, the appearance of the structural member can be improved. (5) Since the buried material has a projection fitted into the injection port, the projection can be fitted into the injection port to seal the injection port, and particularly, an adhesive having extremely low viscosity. Even when an agent or an adhesive that takes a long time to cure is used, it is possible to prevent the adhesive from leaking from the injection port. (6) A discharge port for the adhesive is formed on the tip end side of the joining tool,
Since the air vent portion is formed on the opposite side (far side) from the discharge port, uneven filling of the adhesive can be prevented, and the structural members can be securely joined.
【0065】(実施の形態9)本発明の実施の形態7の
接合具を用いた実施の形態9における構造部材の接合構
造について、以下図面を用いて説明する。図8は実施の
形態9における構造部材の継手接合構造を示す要部側面
断面図であり、図9は実施の形態9における構造部材の
継手接合構造を示す要部平面断面図である。尚、実施の
形態1乃至8と同様のものには同一の符号を付して説明
を省略する。図中、10aは縦構造部材10の当接面に
形成された凹部、50A,50Bは桁等の横架構造部
材、50aは横架構造部材50A,50Bの端面外周壁
部の上面から下面に渡って形成された切欠部、51aは
縦構造部材10と横架構造部材50Aの当接面、51b
は縦構造部材10と横架構造部材50Bの当接面、52
a,52bは横架構造部材50A,50Bの外周壁部か
ら当接面51a,51bに対して傾斜角度αを有して縦
構造部材10を貫通して横架構造部材50B,50Aの
所定部まで穿孔された接合具挿入部、52cは接合具挿
入部52a,52bの底部、53a,53bは接合具挿
入部52a,52bの開口部側に接合具挿入部52a,
52bに連通して横架構造部材50A,50Bに穿孔さ
れた空気抜き部、54は縦構造部材10の凹部10aに
固定部54aがボルト・ナット14dで固定されたハラ
テック21(兼松日産農林株式会社製)等の引寄せ金具
を備えた接合金具、54bは固定部54aに立設された
立壁部、54cは立壁部54bに湾曲状に形成された係
合部、55は横架構造部材50A,50Bの切欠部50
aに配設され円状に形成された回動部の偏心位置に穿孔
されたドリフトピン挿入孔に切欠部50aの両側壁から
貫通して挿入されたドリフトピン56で回動自在に軸支
された引寄せ金具、55aは引寄せ金具55の端部に二
叉状に形成された操作部、55bは係合部54cに回動
自在に係合された回動部、55cは回動部55bの偏心
位置に穿孔されドリフトピン56が挿通されるドリフト
ピン挿入孔である。尚、傾斜角度αとしては、30°≦
α≦60°で形成される。傾斜角度αが30°よりも小
さくなるにつれ接合具挿入部52a,52bの位置が横
架構造部材50A,50Bの当接面51a,51b側に
近づき、大きな外力に対して横架構造部材50A,50
Bが破損し易くなる傾向が有り、傾斜角度αが60°よ
りも大きくなるにつれ接合具40の長さが長くなる傾向
が有り、いずれも好ましくない。(Embodiment 9) A joint structure of a structural member according to Embodiment 9 using the joint according to Embodiment 7 of the present invention will be described below with reference to the drawings. FIG. 8 is a side sectional view of a principal part showing a joint joining structure of a structural member according to the ninth embodiment. FIG. 9 is a plan sectional view of a principal part showing a joint joining structure of a structural member according to the ninth embodiment. Note that the same components as those in Embodiments 1 to 8 are denoted by the same reference numerals, and description thereof is omitted. In the figure, 10a is a recess formed on the contact surface of the vertical structural member 10, 50A and 50B are horizontal structural members such as girders, and 50a is from the upper surface to the lower surface of the outer peripheral wall of the end surface of the horizontal structural members 50A and 50B. The notch portion 51a formed across is a contact surface between the vertical structural member 10 and the horizontal structural member 50A, 51b.
52 is a contact surface between the vertical structural member 10 and the horizontal structural member 50B;
a, 52b pass through the vertical structural member 10 at an inclination angle α from the outer peripheral wall portions of the horizontal structural members 50A, 50B with respect to the contact surfaces 51a, 51b, and a predetermined portion of the horizontal structural members 50B, 50A. The connector insertion portion drilled up to this point, 52c is the bottom of the connector insertion portion 52a, 52b, 53a, 53b is the connector insertion portion 52a, 52b on the opening side of the connector insertion portion 52a, 52b.
An air vent portion formed in the horizontal structure members 50A and 50B in communication with 52b, and a Haratech 21 (manufactured by Kanematsu Nissan Agriculture and Forestry Co., Ltd.) in which a fixing portion 54a is fixed to the concave portion 10a of the vertical structure member 10 with a bolt and a nut 14d. ), 54b is an upright wall portion provided on the fixed portion 54a, 54c is an engaging portion formed in a curved shape on the upright wall portion 54b, and 55 is a horizontal structural member 50A, 50B. Notch 50
a, and is rotatably supported by a drift pin 56 inserted through both side walls of the cutout portion 50a into a drift pin insertion hole drilled at an eccentric position of a circular rotating portion. 55a is a bifurcated operating portion formed at the end of the pulling fitting 55, 55b is a rotating portion rotatably engaged with the engaging portion 54c, and 55c is a rotating portion 55b. And a drift pin insertion hole through which the drift pin 56 is inserted. In addition, as the inclination angle α, 30 ° ≦
It is formed at α ≦ 60 °. As the inclination angle α becomes smaller than 30 °, the positions of the connector insertion portions 52a and 52b approach the contact surfaces 51a and 51b of the horizontal structural members 50A and 50B, and the horizontal structural members 50A and 50B respond to a large external force. 50
B tends to be easily damaged, and the length of the connector 40 tends to be longer as the inclination angle α becomes larger than 60 °, which is not preferable.
【0066】以上のように構成された実施の形態9の構
造部材の接合構造について、以下その接合方法を説明す
る。まず、金具固定工程において、縦構造部材10の凹
部10aに接合金具54の固定部54aをボルト・ナッ
ト14dで螺着固定するとともに、横架構造部材50
A,50Bの当接面51a,51b側に接合金具54の
立壁部54bが挿入される切欠部50aを外周壁部から
形成し、更に、引寄せ金具55を切欠部50aに配設し
ドリフトピン56をドリフトピン挿入孔55cに挿通し
て引寄せ金具55を横架構造部材50A,50Bに各々
軸支する。次いで、横架構造部材50A,50Bを起重
機等で持ち上げて縦構造部材10に固定された接合金具
54の立壁部54bを横架構造部材50A,50Bの切
欠部50aに挿入するとともに、引寄せ金具55の操作
部55aを横架構造部材50A,50Bの上外周壁部か
ら突出させたまま係合部54cに引寄せ金具55の回動
部55bを係合し、縦構造部材10と横架構造部材50
A,50Bを接続する。次に、密接工程において、引寄
せ金具55の操作部55aを縦構造部材10側へ回動し
て縦構造部材10と横架構造部材50A,縦構造部材1
0と横架構造部材50Bの各々の当接面51a,51b
を密接に当接する。The joining method of the structural member of the ninth embodiment configured as described above will be described below. First, in the metal fitting fixing step, the fixing portion 54a of the joint metal fitting 54 is screwed and fixed to the concave portion 10a of the vertical structural member 10 with the bolt / nut 14d, and the horizontal structural member 50 is fixed.
A notch 50a into which the upright wall 54b of the joining metal fitting 54 is inserted is formed on the side of the abutting surfaces 51a, 51b of A, 50B from the outer peripheral wall, and a pull-in metal fitting 55 is arranged in the notch 50a to provide a drift pin. 56 is inserted into the drift pin insertion hole 55c, and the pull-in fitting 55 is supported by the horizontal structural members 50A and 50B, respectively. Next, the horizontal structural members 50A, 50B are lifted by a hoist or the like, and the upright wall portion 54b of the joint fitting 54 fixed to the vertical structural member 10 is inserted into the notch portion 50a of the horizontal structural members 50A, 50B, and the pull-in fitting is attached. The turning portion 55b of the pull-in fitting 55 is engaged with the engaging portion 54c while the operating portion 55a of the 55 is projected from the upper and outer peripheral wall portions of the horizontal structural members 50A and 50B, and the vertical structural member 10 and the horizontal Member 50
A and 50B are connected. Next, in the close contacting step, the operating portion 55a of the pulling fitting 55 is rotated toward the vertical structural member 10 so that the vertical structural member 10, the horizontal structural member 50A, and the vertical structural member 1 are rotated.
0 and respective contact surfaces 51a, 51b of the horizontal structural member 50B
Abut closely.
【0067】次に、挿入部形成工程において、横架構造
部材50A,50Bの外周壁部から当接面51a,51
bに対して傾斜角度αを有して縦構造部材10を貫通し
て横架構造部材50B,50Aの所定部まで接合具挿入
部52a,52bを穿孔する。次いで、接合具挿入部5
2a,52bの開口部側に、横架構造部材50A,50
Bの外周壁部から接合具挿入部52a,52bに連通し
た空気抜き部53a,53bを穿設する。尚、これらの
挿入部形成工程は、建築物の建築現場で行うこともでき
るが、予め工場でプレカット方式等で形成しておくこと
もできる。Next, in the insertion portion forming step, the contact surfaces 51a, 51
The connector insertion portions 52a and 52b are perforated to predetermined portions of the horizontal structural members 50B and 50A through the vertical structural member 10 at an inclination angle α with respect to b. Next, the connector insertion portion 5
2a, 52b, the horizontal structural members 50A, 50
Air vent portions 53a, 53b communicating with the connector insertion portions 52a, 52b are formed from the outer peripheral wall portion B. Note that these insertion portion forming steps can be performed at a building site of a building, but can also be formed in advance in a factory by a pre-cut method or the like.
【0068】次いで、固定工程において、接合具40を
横架構造部材50A,50Bの外周壁部から接合具挿入
部52a,52bに挿入して接合具40の先端部3を接
合具挿入部52a,52bの底部52cに打設して縦構
造部材10と横架構造部材50A,50Bを固定する。
次に、緊結固定工程において、実施の形態8と同様に、
接合具40の注入口7から中空部6′に接着剤を注入
し、接合具40の胴部2や先端部3の外周面と接合具挿
入部52a,52bの周壁間に接着剤を充填して、縦構
造部材10と横架構造部材50A,50Bを緊結固定す
る。次いで、埋設材47の突起部47aを接合具40の
注入口7に嵌合して注入口7を封止する。Next, in the fixing step, the connector 40 is inserted into the connector insertion portions 52a, 52b from the outer peripheral walls of the horizontal structural members 50A, 50B, and the distal end portion 3 of the connector 40 is connected to the connector insertion portions 52a, 52b. The vertical structural member 10 and the horizontal structural members 50A, 50B are fixed by being cast on the bottom 52c of the 52b.
Next, in the fastening and fixing step, similarly to the eighth embodiment,
An adhesive is injected into the hollow portion 6 ′ from the injection port 7 of the connector 40, and the adhesive is filled between the outer peripheral surface of the body 2 and the tip 3 of the connector 40 and the peripheral walls of the connector insertion portions 52 a and 52 b. Then, the vertical structural member 10 and the horizontal structural members 50A, 50B are tightly fixed. Next, the projection 47a of the embedding material 47 is fitted into the injection port 7 of the connector 40 to seal the injection port 7.
【0069】以上のように実施の形態7における接合具
を用いた実施の形態9における構造部材の接合構造並び
に接合方法によれば、実施の形態1乃至8の作用に加え
て、以下の作用を有する。 (1)接合具を横架構造部材の上方から接合具挿入部に
挿入して接合具挿入部の底部に打設するだけで、容易に
縦構造部材と横架構造部材を接合でき、また、接合具が
各構造部材に埋設され接合具が構造部材の外周壁部に露
出するのを防止できる。 (2)縦構造部材に接合金具を固定し、縦構造部材と横
架構造部材を接合金具で接合した後、更に、接合具で構
造部材同士を緊結固定でき構造部材同士を剛接合するこ
とができるとともに、接合金具で縦構造部材と横架構造
部材を仮固定でき、接合具による接合作業性や接合精度
を向上できる。 (3)接合金具の引寄せ金具により、縦構造部材と横架
構造部材の当接面を密着でき、接合具の中空部に接着剤
を注入し接合具の外周面と接合具挿入部の周壁間に接着
材を充填した際に、接着剤が当接面から溢れ出るのを防
止できる。 (4)構造部材同士の当接面に対して傾斜角度αを有し
て接合具を挿入しているため、鉛直荷重に対する変形に
耐えることができ、構造部材同士の接合力を向上でき、
特に、各接合具がクロス状に挿着されているため、地
震,風等の水平力により生じる構造部材の接合部の引張
り,圧縮,曲げ、剪断によって発生する上下左右からの
荷重を各々の接合具の偶力で打ち消すように有効に働
き、剛性を向上できる。As described above, according to the joining structure and the joining method of the structural members in the ninth embodiment using the joining tool in the seventh embodiment, the following actions are provided in addition to the actions of the first to eighth embodiments. Have. (1) The vertical structure member and the horizontal structure member can be easily joined simply by inserting the connector into the connector insertion portion from above the horizontal structure member and driving the connector into the bottom portion of the connector insertion portion. The connector is embedded in each structural member, and the connector can be prevented from being exposed to the outer peripheral wall of the structural member. (2) After fixing the joining metal fitting to the vertical structural member and joining the vertical structural member and the horizontal structural member with the joining metal fitting, further, the structural members can be tightly fixed with the joining fixture, and the structural members can be rigidly joined together. In addition to this, the vertical structural member and the horizontal structural member can be temporarily fixed with the joint fitting, so that the joining workability and joining accuracy by the joint can be improved. (3) The contact surface of the vertical structural member and the horizontal structural member can be brought into close contact with each other by the pulling metal fitting of the bonding metal, and an adhesive is injected into the hollow portion of the bonding metal, and the outer peripheral surface of the bonding metal and the peripheral wall of the bonding metal insertion portion. When the adhesive is filled in between, the adhesive can be prevented from overflowing from the contact surface. (4) Since the connector is inserted with an inclination angle α with respect to the contact surface between the structural members, the connector can withstand deformation against a vertical load, and the bonding force between the structural members can be improved.
In particular, since each connector is inserted in a cross shape, the load from the top, bottom, left and right generated by the tension, compression, bending, and shearing of the joint of the structural member caused by horizontal force such as earthquake, wind, etc. It works effectively so as to be canceled by the couple of the tool, and the rigidity can be improved.
【0070】(実施の形態10,11,12,13)本
発明の実施の形態10,11における接合具について、
以下図面を用いて説明する。図10(a)は実施の形態
10における先端部に螺子状部を有した接合具の全体斜
視図であり、図10(b)は実施の形態11における先
端部に螺子状部を有した接合具の全体斜視図である。
尚、実施の形態1乃至8と同様のものには同一の符号を
付して説明を省略する。図10(a)において、60は
実施の形態10におけるステンレス等の金属製で先端部
3′に螺子状部を有した接合具、61は胴部2の一端に
形成された頭部、61aは平面状に形成された頭部61
の端面、61bは端面61aに+状に切削された締付部
である。ここで、中空部6′は接合具60の先端部3′
側まで形成され、吐出口8′は中空部6′の先端部3′
側の端部と直交して穿設され中空部6′と連通して対称
位置に形成されている。図10(b)において、62は
実施の形態11におけるステンレス等の金属製で先端部
3′に螺子状部を有した接合具である。ここで、中空部
6は接合具62の頭部61側に形成され、吐出口8は頭
部61側に中空部6と直交して穿設され中空部6と連通
して対称位置に形成されている。(Embodiments 10, 11, 12 and 13) Regarding the connector according to Embodiments 10 and 11 of the present invention,
This will be described below with reference to the drawings. FIG. 10A is an overall perspective view of a connector having a screw portion at a distal end in the tenth embodiment, and FIG. 10B is a joint having a screw portion at a distal end in the eleventh embodiment. It is an overall perspective view of a tool.
Note that the same components as those in Embodiments 1 to 8 are denoted by the same reference numerals, and description thereof is omitted. In FIG. 10 (a), reference numeral 60 denotes a connector made of metal such as stainless steel according to the tenth embodiment and having a threaded portion at the tip 3 ', 61 denotes a head formed at one end of the body 2, and 61a denotes a head. Head 61 formed in a flat shape
The end face 61b is a fastening portion cut into the end face 61a in a + shape. Here, the hollow portion 6 'is formed at the distal end portion 3' of the connector 60.
And the discharge port 8 ′ is formed at the tip 3 ′ of the hollow portion 6 ′.
It is formed perpendicularly to the end on the side and communicates with the hollow portion 6 'and is formed at a symmetrical position. In FIG. 10B, reference numeral 62 denotes a connector made of metal such as stainless steel in the eleventh embodiment and having a threaded portion at the distal end 3 '. Here, the hollow portion 6 is formed on the head 61 side of the connector 62, and the discharge port 8 is formed on the head 61 side orthogonal to the hollow portion 6 and communicates with the hollow portion 6 to be formed at a symmetrical position. ing.
【0071】以上のように構成された実施の形態10,
11の接合具60,62を用いて、以下、実施の形態1
2における木造建築物の構造部材の接合構造について、
図面を用いて説明する。図11は実施の形態12におけ
る構造部材である登り梁と柱の仕口の接合構造を示す要
部側面断面図である。尚、実施の形態3乃至9と同様の
ものには同一の符号を付して説明を省略する。図中、6
3は柱等の縦構造部材、64a,64bは登り梁等の構
造部材、65aは縦構造部材63と構造部材64aの当
接面、65bは構造部材64aと構造部材64bの当接
面、66は縦構造部材63の外周壁部から当接面65a
に対して傾斜角度を有して接合具62の胴部2の長さよ
り長くかつ接合具62の全長より短く構造部材64aと
略平行に構造部材64aの所定部まで穿孔された接合具
挿入部、66aは接合具挿入部66の底部、67は構造
部材64bの外周壁部から当接面65bに対して傾斜角
度を有して接合具60の胴部2の長さより長くかつ接合
具60の全長より短く構造部材64aと略平行に構造部
材64aの所定部まで穿孔された接合具挿入部、67a
は接合具挿入部67の底部、68aは接合具挿入部66
の底部66a側の接合具挿入部66に連通して構造部材
64aの上外周壁部に穿孔された空気抜き部、68bは
接合具挿入部67の開口部側の接合具挿入部67に連通
して構造部材64bの上外周壁部に穿孔された空気抜き
部である。In the tenth embodiment configured as described above,
Hereinafter, the first embodiment using the eleventh connector 60, 62 will be described.
About joining structure of structural member of wooden building in 2
This will be described with reference to the drawings. FIG. 11 is a cross-sectional side view of a main part showing a joint structure of a connection between a climbing beam and a pillar, which is a structural member according to a twelfth embodiment. The same components as those in the third to ninth embodiments are denoted by the same reference numerals, and the description is omitted. In the figure, 6
3 is a vertical structural member such as a pillar, 64a and 64b are structural members such as climbing beams, 65a is a contact surface between the vertical structural member 63 and the structural member 64a, 65b is a contact surface between the structural member 64a and the structural member 64b, 66 Is the contact surface 65a from the outer peripheral wall of the vertical structural member 63.
A connector insertion portion having a slant angle with respect to the body 2 of the connector 62 and being shorter than the entire length of the connector 62 and perforated to a predetermined portion of the structural member 64a substantially parallel to the structural member 64a; 66a is the bottom of the connector insertion portion 66, 67 is an inclined angle from the outer peripheral wall of the structural member 64b to the contact surface 65b, longer than the length of the body 2 of the connector 60, and the total length of the connector 60 A connector insertion portion 67a which is shorter and is pierced to a predetermined portion of the structural member 64a substantially parallel to the structural member 64a;
Is the bottom of the connector insertion portion 67, and 68a is the connector insertion portion 66
An air vent portion 68b is formed in the upper outer peripheral wall of the structural member 64a in communication with the connector insertion portion 66 on the bottom 66a side, and the air vent portion 68b communicates with the connector insertion portion 67 on the opening side of the connector insertion portion 67. It is an air vent formed in the upper outer peripheral wall of the structural member 64b.
【0072】次に、以上のように構成された実施の形態
10,11の接合具60,62を用いて、以下、実施の
形態13における木造建築物の構造部材の接合構造につ
いて、図面を用いて説明する。図12は実施の形態13
における構造部材である登り梁と柱の仕口の他の接合構
造を示す要部側面断面図である。尚、図11と同様のも
のには同一の符号を付して説明を省略する。図中、69
は縦構造部材63の外周壁部から当接面65aに対して
直交して接合具62の胴部2の長さより長くかつ接合具
62の全長より短く構造部材64aの所定部まで穿孔さ
れた接合具挿入部、69aは接合具挿入部69の底部、
68′aは接合具挿入部69の底部69a側の接合具挿
入部69に連通して構造部材64aの側面の外周壁部に
穿孔された空気抜き部、70は構造部材64a,64b
の外周壁部から当接面65bに対して直交して接合具6
2の胴部2の長さより長くかつ接合具62の全長より短
く構造部材64b,64aの所定部まで穿孔された接合
具挿入部、70aは接合具挿入部70の底部、68cは
接合具挿入部70の開口部側の接合具挿入部70に連通
して構造部材64bの外周壁部に穿孔された空気抜き部
である。以上のように構成された実施の形態12,13
の構造部材の接合方法は、実施の形態6と同様なので、
説明を省略する。Next, using the joints 60 and 62 of the tenth and eleventh embodiments configured as described above, the joint structure of the structural member of the wooden building in the thirteenth embodiment will be described with reference to the drawings. Will be explained. FIG. 12 shows Embodiment 13
It is a principal part side sectional view which shows the other joining structure of the connection of a climbing beam and a pillar which are structural members in FIG. Note that the same components as those in FIG. 11 are denoted by the same reference numerals, and description thereof is omitted. In the figure, 69
Is formed by perforating a predetermined portion of the structural member 64a perpendicularly to the contact surface 65a from the outer peripheral wall of the vertical structural member 63 and longer than the length of the body 2 of the connector 62 and shorter than the entire length of the connector 62. Fixture insertion portion, 69a is the bottom of the connector insertion portion 69,
68'a is an air vent formed in the outer peripheral wall on the side surface of the structural member 64a in communication with the connector insertion portion 69 on the bottom 69a side of the connector insertion portion 69, and 70 is the structural members 64a, 64b
Of the connector 6 at right angles to the contact surface 65b from the outer peripheral wall of the connector 6
2 is longer than the length of the body 2 and shorter than the total length of the connector 62. The connector insertion portion perforated to predetermined portions of the structural members 64b and 64a, 70a is the bottom of the connector insertion portion 70, and 68c is the connector insertion portion. This is an air vent that is formed in the outer peripheral wall of the structural member 64b in communication with the connector insertion portion 70 on the opening side of the opening 70. Embodiments 12 and 13 configured as above
Since the joining method of the structural members is the same as in the sixth embodiment,
Description is omitted.
【0073】以上のように実施の形態10,11におけ
る接合具を用いた実施の形態12,13における構造部
材の接合構造並びに接合方法によれば、実施の形態1乃
至9の作用に加えて、以下の作用を有する。 (1)接合具を構造部材の当接面に対して傾斜角度を有
して構造部材と略平行に挿入しているため、鉛直荷重に
対する変形に耐えることができ、構造部材同士の接合力
を向上できるとともに、接合具が構造部材の外周壁部か
ら露出するのを防止できる。 (2)従来施工が困難であった登り梁も接合具で極めて
容易に仕口接合できるとともに、接合具で剛接合とする
ことができるため建築物の間口(スパン)を広げること
ができる。 (3)接合具を構造部材の上外周壁部から下方に傾斜し
て挿入する場合、接合具の吐出口が接合具の先端部側に
形成されているとともに、吐出口と反対側(遠方側)に
空気抜き部が形成され、また、接合具を構造部材の下外
周壁部から上方に傾斜して挿入する場合、接合具の吐出
口が接合具の頭部側に形成されているとともに、吐出口
と反対側(遠方側)に空気抜き部が形成されているた
め、接着剤の充填ムラを防ぎ確実に構造部材同士を緊結
固定できる。 (4)接合具挿入部の開口側を埋設材で埋設することに
より、接合具が露出するのを防止でき、火災時等に構造
部材の炭化皮膜により接合具を火災の高温から守ること
ができ安全性を向上することができるとともに、埋設材
を構造部材の外周壁面と略面一にしているため、構造部
材の外観を向上できる。As described above, according to the joining structure and the joining method of the structural members in Embodiments 12 and 13 using the joining tool in Embodiments 10 and 11, in addition to the effects of Embodiments 1 to 9, It has the following functions. (1) Since the connector is inserted substantially parallel to the structural member at an inclination angle with respect to the contact surface of the structural member, it can withstand deformation due to a vertical load, and the joining force between the structural members can be reduced. It is possible to prevent the connector from being exposed from the outer peripheral wall of the structural member. (2) A climbing beam, which was conventionally difficult to construct, can be joined very easily with a joint, and the joint can be rigidly joined, so that the frontage (span) of a building can be widened. (3) In the case where the connector is inserted obliquely downward from the upper and outer peripheral wall portions of the structural member, the discharge port of the connector is formed at the tip end side of the connector, and is opposite to the discharge port (far side). ), An air vent portion is formed, and when the connector is inserted obliquely upward from the lower outer peripheral wall of the structural member, the outlet of the connector is formed on the head side of the connector and the outlet is formed. Since the air vent portion is formed on the opposite side (far side) from the outlet, uneven filling of the adhesive can be prevented, and the structural members can be securely fixed together. (4) By embedding the opening side of the joint insertion part with an embedding material, the joint can be prevented from being exposed, and the joint can be protected from the high temperature of the fire by the carbonized film of the structural member in a fire or the like. The safety can be improved, and the appearance of the structural member can be improved because the embedded material is substantially flush with the outer peripheral wall surface of the structural member.
【0074】(実施の形態14,15,16)本発明の
実施の形態14,15における接合具について、以下図
面を用いて説明する。図13(a)は実施の形態14に
おける接合具の全体斜視図であり、図13(b)は実施
の形態15における接合具の要部断面全体斜視図であ
る。尚、実施の形態1又は2と同様のものには同一の符
号を付して説明を省略する。図13(a)において、8
0は実施の形態14におけるステンレス等の金属製の接
合具、81は胴部2の一端面に胴部2と同軸状に突設固
定された最大外径が胴部2の外径より小径で表面が螺子
状の先端部、81aは先端部81の尖鋭端部である。図
13(b)において、82は実施の形態15におけるス
テンレス等の金属製の接合具、83は胴部2の一端面に
着脱自在に胴部2と同軸状に突設され最大外径が胴部2
の外径より小径で端部に尖鋭端部81aを有した棒状体
からなる先端部、83aは先端部83の胴部2側端部に
形成された雄螺子部、84は胴部2の一端面に形成され
雄螺子部83aが螺着される雌螺子部である。ここで、
中空部6は接合具80,82の頭部5側に形成され、吐
出口8は頭部5側に中空部6と直交して穿設され中空部
6と連通して対称位置に形成されている。また、実施の
形態14,15では、胴部2の直径を12mm〜18m
m,先端部81,83の基部側(胴部2側)の直径を4
mm〜7mmに形成している。(Embodiments 14, 15 and 16) A connector according to embodiments 14 and 15 of the present invention will be described below with reference to the drawings. FIG. 13A is an overall perspective view of the connector according to the fourteenth embodiment, and FIG. 13B is an overall perspective view of a main part of the connector according to the fifteenth embodiment. Note that the same components as those in the first or second embodiment are denoted by the same reference numerals, and description thereof is omitted. In FIG. 13A, 8
Numeral 0 denotes a metal connector such as stainless steel in the fourteenth embodiment, and 81 denotes a maximum outer diameter fixed to one end surface of the body 2 coaxially with the body 2 so that the maximum outer diameter is smaller than the outer diameter of the body 2. A tip portion having a screw-shaped surface, and 81 a is a sharp end portion of the tip portion 81. In FIG. 13 (b), reference numeral 82 denotes a metal fitting such as stainless steel in the fifteenth embodiment, and reference numeral 83 denotes a detachably protruding one end face of the body 2 so as to be coaxial with the body 2 and has a maximum outer diameter of the body. Part 2
A tip portion made of a rod-shaped body having a smaller diameter than the outside diameter and having a sharp end portion 81a at the end portion, 83a is a male screw portion formed at the end portion of the tip portion 83 on the trunk portion 2 side, and 84 is one end of the trunk portion 2. It is a female screw part formed on the end face and screwed with the male screw part 83a. here,
The hollow portion 6 is formed on the head 5 side of the joints 80 and 82, and the discharge port 8 is formed in the head 5 side at right angles to the hollow portion 6 and communicates with the hollow portion 6 to be formed at symmetrical positions. I have. In the fourteenth and fifteenth embodiments, the diameter of the body 2 is 12 mm to 18 m.
m, the diameter of the base portion side (the trunk portion 2 side) of the tip portions 81 and 83 is 4
mm to 7 mm.
【0075】以上のように構成された実施の形態14の
接合具80を用いて、以下、実施の形態16における木
造建築物の構造部材の接合構造について、図面を用いて
説明する。図14は実施の形態16における構造部材間
の仕口の接合構造を示す要部側面断面図である。尚、実
施の形態3と同様のものには同一の符号を付して説明を
省略する。ここで、横架構造部材11は、ラミナと呼ば
れる薄い単板(例えば、厚さ約35mm)を張り重ねて
製造された集成材を用いている。また、実施の形態16
では、接合具挿入部15としては、接合具挿入部15の
中心が横架構造部材11の上外周壁部から約54mmの
位置になるように形成している。以上のように構成され
た実施の形態16の構造部材の接合構造の接合方法は、
金具固定工程を有していない、実施の形態3の構造部材
の接合構造の接合方法と同様なので、説明を省略する。
尚、実施の形態16では、実施の形態14の接合具80
を用いた場合の構造部材の接合構造を説明したが、実施
の形態15の接合具82を用いた場合も実施の形態16
と同様に構造部材同士を接合することができる。ここ
で、実施の形態15の接合具82を用いる場合、接合具
82は、雄螺子部83aを雌螺子部84に螺着して先端
部83を胴部2に接続して使用される。Using the connector 80 of the fourteenth embodiment configured as described above, the joining structure of the structural members of the wooden building in the sixteenth embodiment will be described below with reference to the drawings. FIG. 14 is a side sectional view of a main part showing a joint structure of a connection between structural members according to the sixteenth embodiment. Note that the same components as those in the third embodiment are denoted by the same reference numerals, and description thereof is omitted. Here, the horizontal structural member 11 uses a laminated material manufactured by laminating thin single plates (for example, about 35 mm in thickness) called lamina. Embodiment 16
Here, the connector insertion portion 15 is formed such that the center of the connector insertion portion 15 is located at a position about 54 mm from the upper outer peripheral wall of the horizontal structural member 11. The joining method of the joining structure of the structural members according to the sixteenth embodiment configured as described above includes:
Since it is the same as the joining method of the joining structure of the structural members according to the third embodiment, which does not include the metal fitting fixing step, the description is omitted.
In the sixteenth embodiment, the connector 80 of the fourteenth embodiment is used.
Although the joining structure of the structural members when using the joint member is described, the embodiment with the joint member 82 according to the fifteenth embodiment may be used.
Similarly, the structural members can be joined to each other. Here, when using the joint 82 of the fifteenth embodiment, the joint 82 is used by screwing the male screw portion 83a to the female screw portion 84 and connecting the distal end portion 83 to the body portion 2.
【0076】以上のように実施の形態14,15におけ
る接合具を用いた実施の形態16における構造部材の接
合構造並びに接合方法によれば、実施の形態1乃至13
の作用に加えて、以下の作用を有する。 (1)接合具の先端部が、胴部の一端面に突設され、接
合具の先端部の最大外径が胴部の外径より小さく形成さ
れているので、接合具挿入部を集成材からなる積層され
た横架構造部材の外周壁部側に形成した際や、該接合具
が接合具挿入部に斜めに挿入された際等に、該接合具の
先端部により横架構造部材内が押し広げられて横架構造
部材の外周壁面(表面)のラミナの積層が剥がれ浮き上
がったり表面に割れが発生するのを防止できる。 (2)接合具の先端部の最大外径が胴部の外径より小径
に形成されているので、先端部が横架構造部材を押し広
げる力を小さくすることができ、横架構造部材が集成材
からなる場合にも、該接合具による接合時に横架構造部
材の外周壁面に割れが発生するのを防止できる。 (3)接合具の先端部を胴部に着脱自在に形成した場
合、構造部材の材質等に応じて先端部のみを交換するこ
とができ、該接合具の使用性や汎用性を向上できる。As described above, according to the bonding structure and the bonding method of the structural member in Embodiment 16 using the bonding tools in Embodiments 14 and 15, Embodiments 1 to 13 are used.
In addition to the action described above, the following action is provided. (1) Since the distal end of the connector protrudes from one end surface of the body, and the maximum outer diameter of the distal end of the connector is formed smaller than the outer diameter of the body, the connector insertion part is laminated. When the connector is formed on the outer peripheral wall side of the laminated horizontal structure member made of, or when the connector is obliquely inserted into the connector insertion portion, the distal end of the connector causes the inside of the horizontal structure member Can be prevented from being spread and the lamination of the lamina on the outer peripheral wall surface (surface) of the horizontal structure member being peeled off and floating or cracking on the surface can be prevented. (2) Since the maximum outer diameter of the distal end of the connector is formed smaller than the outer diameter of the body, the force at which the distal end pushes the horizontal structural member can be reduced, and the horizontal structural member is Even in the case of using a glued laminated lumber, it is possible to prevent a crack from being generated on the outer peripheral wall surface of the horizontal structural member at the time of joining by the joining tool. (3) When the distal end of the connector is detachably formed on the body, only the distal end can be replaced according to the material of the structural member, and the usability and versatility of the connector can be improved.
【0077】[0077]
【発明の効果】以上のように本発明における接合具によ
れば、以下の優れた効果を実現できる。請求項1に記載
の発明によれば、 (1)木材間や集成材間若しくは木材と集成材同士、又
は、木材と石材やコンクリート等の部材同士を接合する
際に、接合する部材に接合具を挿入する挿入部を形成し
て接合具を挿入部に挿入し、接合具の先端部を挿入部の
底部に打設又は螺着するだけで、各部材同士を接合する
ことができ、簡単な構造で部材同士の接合が容易にでき
る。 (2)接合具の長手方向に中空部を備えているとともに
中空部に連通して穿設された接着剤の吐出口を備えてい
るため、注入口から中空部に接着剤を注入することによ
り吐出口から接合具の外周面及び接合具が挿入された部
材の挿入部の周壁間に接着剤を充填することができ、部
材同士を容易に緊結でき接合作業性に優れるとともに、
接着剤で部材同士を緊結できるため、高い接合力を得る
ことができ剛接合できる。 (3)複数の接合具を用いて部材同士を接合する場合、
接合具の胴部等の外径を小さくすることができ、部材の
断面欠損を減少させ部材の強度低下を防止でき、構造部
材の剛性を向上できる。 (4)部材に形成された接合具を挿入する挿入部に金属
製等の高強度部材からなる接合具が接着剤で埋設固定さ
れるため、高剪断,高張力の剛接合を維持でき接合強度
に優れる。 (5)部材同士をコの字状の箱金物やフック状の金物等
の接合金具で接合した後に各部材に挿入部を形成して該
接合具を挿入するとともに、挿入部の底部に接合具の先
端部を打設又は螺着し、接合具の中空部に接着剤を注入
して部材同士を緊結固定することができ、接合金具を用
いて部材同士の仮固定ができ部材同士を正確に接合でき
部材同士の当接面を密着させ接着剤の漏れを防止でき、
また、接合金具の接合強度を有しているため該接合具の
小型化が図れるとともに、該接合具で部材の伸縮を吸収
し接合金具のガタつきを防止でき、部材同士の剪断,張
力等の接合強度を著しく向上させることができ接合強度
に優れる。 (6)部材に接合具を挿入する挿入部を形成するだけで
該接合具を挿入して部材同士を固定できるため、コの字
状の箱金物やフック状の金物等の接合金具で構造部材を
接合している既存建屋にも該接合具を挿入し部材を接合
することができ、既存建屋の耐震補強や耐震性等に優れ
た増築もでき該接合具の汎用性に優れる。 (7)先端部に螺子状部を有している場合、該接合具を
部材の挿入部に挿入して挿入部の底部に先端部をねじ込
むことができるため、部材同士の当接面を密着させるこ
とができ、部材同士の当接面から接着剤が漏れるのを防
止でき、部材同士の接合に接合金具を用いない場合で
も、部材同士を確実に密着して接合でき接合精度に優れ
る。As described above, according to the connector of the present invention, the following excellent effects can be realized. According to the invention as set forth in claim 1, (1) when joining between members such as between wood and laminated wood, between wood and laminated wood, or between wood and members such as stone and concrete, By simply inserting the connector into the insertion portion and inserting or screwing the distal end of the connector into the bottom of the insertion portion, the members can be joined to each other, and a simple The structure makes it easy to join the members. (2) Since the connector has a hollow portion in the longitudinal direction and has a discharge port for the adhesive that is formed so as to communicate with the hollow portion, the adhesive is injected into the hollow portion from the injection port. The adhesive can be filled from the discharge port to the outer peripheral surface of the joining tool and the peripheral wall of the insertion portion of the member into which the joining tool has been inserted, and the members can be easily fastened to each other, and the joining workability is excellent.
Since the members can be tightly bound by the adhesive, a high joining force can be obtained and rigid joining can be performed. (3) When joining members using a plurality of joining tools,
The outer diameter of the torso or the like of the joint can be reduced, the cross-sectional loss of the member can be reduced, the strength of the member can be prevented from lowering, and the rigidity of the structural member can be improved. (4) Since a connector made of a metal or other high-strength member is embedded and fixed with an adhesive in an insertion portion for inserting the connector formed on the member, a high-shear, high-tension rigid connection can be maintained, and the bonding strength can be maintained. Excellent. (5) After joining the members with joining metal fittings such as a U-shaped box metal fitting or a hook-shaped metal fitting, an insertion portion is formed in each member and the joining tool is inserted, and a joining tool is attached to the bottom of the insertion portion. Can be fixed or screwed together, and adhesive can be injected into the hollow part of the joint to tightly fix the members together. It can be joined and the contact surfaces of the members can be brought into close contact to prevent leakage of the adhesive,
In addition, since the joint has the joining strength of the joint, the joint can be reduced in size, and the joint can absorb the expansion and contraction of the members, thereby preventing rattling of the joint, and reducing the shearing and tension of the members. The joining strength can be remarkably improved and the joining strength is excellent. (6) Since the connector can be inserted and the members can be fixed to each other simply by forming an insertion portion for inserting the connector into the member, the structural member is formed by a joint metal such as a U-shaped box metal member or a hook-shaped metal member. The joining tool can be inserted into the existing building to join the members, and the members can be joined, and the existing building can be extended with excellent seismic resistance and seismic resistance, and the joining tool is excellent in versatility. (7) When the distal end portion has a thread-like portion, the joining tool can be inserted into the insertion portion of the member and the distal end portion can be screwed into the bottom portion of the insertion portion, so that the contact surfaces of the members are in close contact with each other. It is possible to prevent the adhesive from leaking from the abutting surfaces of the members, and even when the joining metal fittings are not used for joining the members, the members can be surely brought into close contact with each other and the joining accuracy is excellent.
【0078】請求項2に記載の発明によれば、請求項1
の効果に加えて、 (8)接合具の先端部の最大外径が、胴部の外径より小
さく形成されているので、該接合具を挿入する挿入部を
部材の表面側に形成した際や、該接合具が部材の挿入部
に斜めに挿入された際に、該接合具の先端部により部材
の表面に割れ等が発生するのを防止でき、部材の強度を
低下させることなく該接合具で部材同士を接合できる。 (9)先端部が胴部より細く形成されているので、該接
合具を集成材に打設又は螺着した際に、先端部が部材を
押し広げる力を小さくすることができ、ラミナと呼ばれ
る薄い単板を張り重ねて製造された集成材を該接合具で
接合する場合にも、集成材表面のラミナが剥がれたり、
部分的に浮き上がったり、割れたりするのを防止でき、
該接合具を種々の部材に使用することができ、該接合具
の汎用性を向上できる。 (10)先端部を胴部に着脱自在に突設した場合、該接
合具で接合する部材や部材の材質等に応じて先端部のみ
を交換することができ、該接合具の利便性や汎用性を向
上できる。According to the invention of claim 2, according to claim 1,
In addition to the effect of (8), since the maximum outer diameter of the distal end of the connector is formed smaller than the outer diameter of the body, the insertion portion for inserting the connector is formed on the front side of the member. Also, when the connector is obliquely inserted into the insertion portion of the member, it is possible to prevent a crack or the like from occurring on the surface of the member due to the tip of the connector, and to perform the bonding without reducing the strength of the member. The members can be joined together with a tool. (9) Since the tip is formed thinner than the body, the force with which the tip pushes and spreads the member when the connector is driven or screwed into the glued laminated lumber can be reduced, and is called lamina. Even when glued laminated glue manufactured by laminating thin veneers with the joining tool, lamina on the glued glue surface may be peeled off,
It can be prevented from being partially lifted or cracked,
The connector can be used for various members, and the versatility of the connector can be improved. (10) When the tip is detachably protruded from the body, only the tip can be replaced in accordance with the member to be joined with the joining tool or the material of the member, and the convenience and general-purpose use of the joining tool Performance can be improved.
【0079】請求項3に記載の発明によれば、請求項1
又は2の効果に加えて、 (11)接合具の胴部が、頭部部材と胴部材と先端部材
とを備えているため、各部材を各接合部で接合して連結
することにより、該接合具を形成できるとともに、接合
する胴部材の数により該接合具の長さを任意に変更する
ことができ、汎用性に優れる。 (12)特に、先端部側に吐出口を形成する場合、頭部
部材,胴部材,先端部材の各々に各単位中空部を形成し
て先端部材の単位中空部に連通した吐出口を形成するこ
とができ、該接合具の中空部を単位中空部毎に形成する
ことができ、中空部を容易に形成することができ該接合
具の生産性を向上できる。According to the invention described in claim 3, according to claim 1
In addition to the effect of or 2, (11) Since the torso of the connector includes the head member, the torso member, and the tip member, the members are joined and connected at the respective joints, thereby A joining tool can be formed, and the length of the joining tool can be arbitrarily changed depending on the number of body members to be joined, which is excellent in versatility. (12) In particular, when the discharge port is formed on the distal end side, each unit hollow portion is formed in each of the head member, the body member, and the distal member, and the discharge port communicating with the unit hollow portion of the distal member is formed. The hollow portion of the connector can be formed for each unit hollow portion, and the hollow portion can be easily formed, and the productivity of the connector can be improved.
【0080】請求項4に記載の発明によれば、請求項1
乃至3の効果に加えて、 (13)接合具の胴部にスプリング等の螺旋状部材を外
嵌した場合、接合具の中空部に接着剤を注入した際に、
接合具の吐出口から吐出される接着剤を、接合具の外周
面及び接合具が挿入された部材の挿入部の周壁間で螺旋
状部材に沿って略均等に充填することができ、部材同士
を確実に緊結でき接合力の信頼性に優れるとともに、接
着剤のショートパスを防ぎ充填ムラが生じるのを防ぐこ
とができ、粘度の大きい接着剤を容易に使用でき施工作
業性に優れる。 (14)接合具の胴部に螺旋状部材を外嵌しているた
め、接着剤で螺旋状部材が埋設され補強材としての役割
を果たし、部材同士の接合部の剪断,引張り応力等を向
上させ耐久性を向上でき安全性に優れる。 (15)胴部の外径より大きくかつ頭部の外径と同一若
しくは小さい外径で形成された首部を備えた場合、接合
具を挿入した部材の挿入部と接合具の胴部の間に略均一
な隙間を確保することができ、胴部に形成された吐出口
から吐出される接着剤を胴部の外周面と胴部が挿入され
た挿入部の周壁間の隙間に略均等に充填することができ
部材同士を確実に緊結でき接合力の信頼性に優れる。 (16)特に、首部の外径を接合具を挿入する挿入部と
略同一にした場合、胴部の外周面と挿入部の周壁間に充
填された接着剤が頭部側から溢れ出るのを防止でき接合
作業性を向上できる。According to the invention set forth in claim 4, according to claim 1
In addition to the effects of (3), (13) when a spiral member such as a spring is externally fitted to the body of the connector, when an adhesive is injected into the hollow portion of the connector,
The adhesive discharged from the discharge port of the joining tool can be substantially uniformly filled along the spiral member between the outer peripheral surface of the joining tool and the peripheral wall of the insertion portion of the member into which the joining tool has been inserted. In addition to being able to securely bond, excellent reliability of bonding force can be achieved, short path of the adhesive can be prevented, and uneven filling can be prevented, and an adhesive having a high viscosity can be easily used, and the workability is excellent. (14) Since the spiral member is externally fitted to the torso of the connector, the spiral member is buried with an adhesive to serve as a reinforcing material, thereby improving the shearing, tensile stress, etc. of the joint between the members. The durability can be improved and the safety is excellent. (15) In the case where a neck portion having an outer diameter larger than the outer diameter of the torso and equal to or smaller than the outer diameter of the head is provided, between the insertion portion of the member into which the jig is inserted and the torso of the jig. A substantially uniform gap can be secured, and the gap between the outer peripheral surface of the body and the peripheral wall of the insertion portion where the body is inserted is almost evenly filled with the adhesive discharged from the discharge port formed in the body. The members can be securely connected to each other and the reliability of the joining force is excellent. (16) In particular, when the outer diameter of the neck portion is substantially the same as the insertion portion for inserting the connector, the adhesive filled between the outer peripheral surface of the body portion and the peripheral wall of the insertion portion overflows from the head side. Can be prevented and joining workability can be improved.
【0081】請求項5に記載の発明によれば、請求項1
乃至4の効果に加えて、 (17)注入口に嵌合される突起部を有した封止体を備
えているため、注入口から中空部へ接着剤を注入した
後、注入口に突起部を嵌合して注入口を封止することが
でき、粘度の極めて低い接着剤や硬化に長時間を要す接
着剤を使用した場合でも、注入口から接着剤が漏れるの
を確実に防止できるともに、接合具の頭部の外観を向上
できる。According to the invention set forth in claim 5, according to claim 1,
In addition to the effects of 4 to 4, (17) Since the sealing body having the projection fitted into the injection port is provided, after the adhesive is injected from the injection port into the hollow portion, the projection is inserted into the injection port. Can be used to seal the inlet, and even if an adhesive with extremely low viscosity or an adhesive that requires a long time to cure is used, it is possible to reliably prevent the adhesive from leaking from the inlet. In both cases, the appearance of the joint head can be improved.
【0082】以上のように本発明における接合具を用い
た構造部材の接合構造によれば、以下の優れた効果を実
現できる。請求項6に記載の発明によれば、 (18)構造部材に形成された接合具挿入部に接合具を
挿入するとともに、接合具の先端部を接合具挿入部の底
部に打設又は螺着することにより、構造部材同士を容易
に接合することができ接合作業性に優れる。 (19)接合具の中空部に接着剤を注入することによ
り、接合具の吐出口から接着剤を吐出して接合具の外周
面と接合具挿入部の周壁間に接着剤を充填して構造部材
同士を確実に緊結固定することができる。 (20)機械的強度が著しく高い接合具を各構造部材に
埋設して構造部材同士を緊結しているため、木材の伸縮
を接着剤で吸収することができ構造部材間のガタが生じ
難いとともに、構造部材の曲げ、引張り、圧縮、剪断等
に対する抵抗力を向上でき、建築物の剛性に優れる。 (21)接合具が構造部材に埋設されているとともに、
接合具の外周面が接着剤で被覆されているため、接合具
が酸化等するのを防止でき接合具の耐久性を向上でき接
合具の安全性に優れる。 (22)接合具を構造部材に打設又は螺着して構造部材
同士を接合し、更に、接合具の外周面と接合具挿入部の
周壁間に接着剤を充填して構造部材同士を緊結している
ため、構造部材同士を剛接合することができ接合強度に
優れる。 (23)一階に車庫等の大口の間口を設けることが従来
の軸組工法による木造建築では困難であったが、接合部
が接合具と接着剤で強固に接合されたラーメン構造とな
るので、建築物の間口(スパン)を著しく広げることが
でき、筋交いや耐力壁を要さず、柱のない車庫や店舗の
形成ができ、特に、1階に車庫を有し車庫の上方に部屋
等を有した3階建て住宅の建設時に、本発明における接
合構造により柱のない大口の間口を高い安全率で形成す
ることができ、従来のように1階だけを鉄筋構造にする
必要もなく、建築作業性の向上や工期の短縮ができる。 (24)接合具を構造部材の当接面に対して所定の傾斜
角度を有して挿入した場合、鉛直荷重に対する変形に耐
えることができ、構造部材同士の剛性をより向上でき、
建築物の強度を著しく向上できる。 (25)構造部材間でクロス状になるように接合具挿入
部を形成した場合、接合具を挿入するだけで構造部材同
士を保持でき、更に、接合具を固定し接着剤を注入する
ことにより、極めて機械的強度に優れた接合ができる。As described above, according to the joining structure of the structural members using the joining tool of the present invention, the following excellent effects can be realized. According to the invention as set forth in claim 6, (18) the connector is inserted into the connector insertion portion formed on the structural member, and the distal end of the connector is driven or screwed into the bottom of the connector insertion portion. By doing so, the structural members can be easily joined together, and the joining workability is excellent. (19) A structure in which an adhesive is injected into a hollow portion of a joint to discharge the adhesive from a discharge port of the joint and fill the adhesive between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion. The members can be securely fastened and fixed to each other. (20) Since a joining tool having extremely high mechanical strength is embedded in each structural member and the structural members are tightly connected to each other, the expansion and contraction of the wood can be absorbed by the adhesive, and play between the structural members is hardly generated. The resistance of the structural member to bending, tension, compression, shearing, and the like can be improved, and the rigidity of the building is excellent. (21) The connector is embedded in the structural member,
Since the outer peripheral surface of the joint is covered with the adhesive, the joint is prevented from being oxidized, the durability of the joint is improved, and the safety of the joint is excellent. (22) The structural members are joined by driving or screwing the structural members to the structural members, and furthermore, an adhesive is filled between the outer peripheral surface of the structural member and the peripheral wall of the structural member insertion portion to bind the structural members together. Therefore, the structural members can be rigidly joined to each other, and the joining strength is excellent. (23) Although it was difficult to provide a large frontage such as a garage on the first floor in the wooden construction by the conventional frame construction method, since the joint portion has a rigid frame structure which is firmly joined with a joining tool and an adhesive. , The frontage (span) of the building can be significantly widened, no brace or load-bearing wall is required, and a garage or store without pillars can be formed. In particular, there is a garage on the first floor, and rooms above the garage At the time of construction of a three-story house having a, a large frontage without pillars can be formed with a high safety factor by the joint structure of the present invention, and it is not necessary to make only the first floor a reinforcing bar structure as in the past, Improvement of construction workability and shortening of construction period are possible. (24) When the connector is inserted with a predetermined inclination angle with respect to the contact surface of the structural member, it can withstand deformation due to a vertical load, and the rigidity of the structural members can be further improved.
The strength of the building can be significantly improved. (25) When the connector insertion portion is formed so as to form a cross between the structural members, the structural members can be held by simply inserting the connector, and further, by fixing the connector and injecting an adhesive. The joining can be performed with extremely high mechanical strength.
【0083】請求項7に記載の発明によれば、請求項6
の効果に加えて、 (26)構造部材に接合具挿入部に連通して穿孔された
空気抜き部を備えているため、構造部材の種類にもよる
が、接合具の中空部に接着剤を注入する際に、中空部内
や接合具挿入部内の空気が空気抜き部から排出されて接
着剤がスムーズに接合具の外周面と接合具挿入部の周壁
間に充填でき施工作業性に優れる。 (27)接着剤注入時に空気抜き部から接着剤が溢れ出
るのを確認することで、接合具の外周面と接合具挿入部
の周壁間に接着剤が十分満たされたことを確認でき、確
実に接着剤を充填でき接着剤による構造部材の緊結固定
の信頼性に優れる。According to the invention of claim 7, according to claim 6,
In addition to the effect of (26), since the structural member is provided with an air vent portion pierced through the connector insertion portion, an adhesive is injected into the hollow portion of the connector, depending on the type of the structural member. At this time, the air in the hollow portion and the connector insertion portion is discharged from the air vent portion, and the adhesive can be smoothly filled between the outer peripheral surface of the connector and the peripheral wall of the connector insertion portion, so that the workability is excellent. (27) By confirming that the adhesive overflows from the air vent portion at the time of injecting the adhesive, it is possible to confirm that the adhesive is sufficiently filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion, and it is ensured that An adhesive can be filled, and the reliability of tightly fixing structural members by the adhesive is excellent.
【0084】請求項8に記載の発明によれば、請求項6
又は7の効果に加えて、 (28)接合具挿入部の開口部に穿設された接合具挿入
部と直交する座部を有しているため、接合具の頭部が構
造部材の表面から大きく突出することを防止でき外観を
向上できるとともに、接合具挿入部の開口側に埋設材を
埋設することにより、接合具の頭部が露出するのを防止
でき、火災時等に構造部材の炭化皮膜により接合具を火
災の高温から守ることができ安全性に優れ、また、接合
具を介して外部の熱が構造部材の内部に伝わるのを防止
でき安全性に優れる。 (29)埋設材を構造部材の外周壁面と略面一にするこ
とにより、構造部材の外観を向上できる。According to the invention of claim 8, according to claim 6,
Or (7) In addition to the effect of (7), (28) since the connector has a seat perpendicular to the connector insertion portion perforated in the opening of the connector insertion portion, the head of the connector is positioned from the surface of the structural member. It is possible to prevent large protrusions and improve the appearance, and by embedding a buried material at the opening side of the joint insertion part, it is possible to prevent the head of the joint from being exposed, and to carbonize structural members in the event of fire, etc. The coating protects the joint from the high temperature of a fire, and is excellent in safety. In addition, it is possible to prevent external heat from being transmitted to the inside of the structural member through the joint and to be excellent in safety. (29) The appearance of the structural member can be improved by making the buried material substantially flush with the outer peripheral wall surface of the structural member.
【0085】請求項9に記載の発明によれば、請求項6
乃至8の効果に加えて、 (30)接合金具の固定部を一方の構造部材の当接面に
固定するとともに、立壁部に形成された係合部に他方の
構造部材を係合することにより、構造部材同士を接合す
ることができ、接合具による構造部材の接合時に構造部
材を正確に接合でき接合精度に優れるとともに、接合作
業性に優れる。 (31)接合金具で構造部材同士の仮固定ができるとと
もに、構造部材同士の当接面を略密着できるため、接合
具の外周面と接合具挿入部の周壁間に接着剤を充填した
際に、当接面から接着剤が漏れるのを防止でき接合作業
性に優れる。 (32)接合金具と接合具で各構造部材を緊結固定でき
るため、接合金具で接合具への集中力を分散させること
ができ該接合具の小型化が図れるとともに、該接合具で
構造部材の伸縮を吸収して接合金具のガタつきを防止で
き、接合金具と接合具で構造部材同士の剪断,張力等の
接合強度を著しく向上させることができ接合強度に優
れ、筋交いや耐力壁を使用せずに柱のない車庫や店舗等
の建築物の間口(スパン)を著しく広げることができ、
特に、1階に車庫を有し車庫の上方に部屋等を有した3
階建て住宅の建設時にも、高い安全率で大口の間口を形
成することができ、従来のように1階だけを鉄筋構造に
する必要もなく、建築作業性の向上や工期の短縮ができ
る。According to the invention of claim 9, according to claim 6,
In addition to the effects of (1) to (8), (30) by fixing the fixing portion of the joining bracket to the contact surface of one structural member and engaging the other structural member with the engaging portion formed on the upright wall portion In addition, the structural members can be joined to each other, and the structural members can be accurately joined at the time of joining the structural members by the joining tool. (31) Since the structural members can be temporarily fixed with the joint metal and the contact surfaces between the structural members can be substantially adhered to each other, when the adhesive is filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion. Also, it is possible to prevent the adhesive from leaking from the contact surface, and it is excellent in joining workability. (32) Since each structural member can be tightly fixed with the joint and the joint, the concentration of the concentration on the joint can be dispersed by the joint and the joint can be downsized. By absorbing expansion and contraction, rattling of the joints can be prevented, and the joints and joints can significantly improve the joint strength such as shearing and tension between structural members. The frontage (span) of buildings such as garages and stores without pillars can be greatly expanded without
In particular, there is a garage on the first floor and a room above the garage.
Even when constructing a multi-storey house, a large frontage can be formed with a high safety factor, and there is no need to make only the first floor a reinforced structure as in the prior art, so that construction workability can be improved and the construction period can be reduced.
【0086】請求項10に記載の発明によれば、請求項
6乃至8の効果に加えて、 (33)引寄せ金具を回動することにより、構造部材同
士を密接に当接面で当接することができ、接合具挿入部
に挿入固定した接合具に接着剤を注入した際に当接面か
ら接着剤が漏れるのを確実に防止できるとともに、構造
部材同士を密接して接合でき接合精度に優れる。According to the tenth aspect, in addition to the effects of the sixth to eighth aspects, (33) the structural members are brought into close contact with each other on the contact surface by rotating the pulling fitting. It can reliably prevent the adhesive from leaking from the abutment surface when the adhesive is injected into the connector inserted and fixed in the connector insertion part. Excellent.
【0087】以上のように本発明における接合具を用い
た構造部材の接合方法によれば、以下の優れた効果を実
現できる。請求項11に記載の発明によれば、 (34)構造部材に接合具挿入部を形成し、接合具挿入
部に接合具を挿入して接合具の先端部を接合具挿入部の
底部に打設又は螺着するだけで、各構造部材を固定する
ことができ、接合作業性に優れる。 (35)構造部材を順に組み立てることができ、建設現
場で直接各構造部材を接合することができ、工場や他の
場所で組上げる必要がないとともに、くみ上げた構造部
材を運搬する手間を省くことができ、建築にかかる工程
を著しく削減でき、工期を短縮できる。 (36)接合具の中空部に接着剤を注入するだけで各構
造部材を確実に緊結固定でき構造部材の接合作業性や信
頼性に優れる。As described above, according to the method for joining structural members using the joining tool of the present invention, the following excellent effects can be realized. According to the eleventh aspect of the present invention, (34) a connector insertion portion is formed in the structural member, the connector is inserted into the connector insertion portion, and the distal end of the connector is hit against the bottom of the connector insertion portion. Simply by installing or screwing, each structural member can be fixed, and the joining workability is excellent. (35) Structural members can be assembled in order, and each structural member can be directly joined at the construction site, eliminating the need to assemble at a factory or other place, and eliminating the trouble of transporting the pumped structural members. The construction process can be significantly reduced, and the construction period can be shortened. (36) Just by injecting the adhesive into the hollow portion of the joint, each structural member can be securely tightened and fixed, and the joining workability and reliability of the structural members are excellent.
【0088】請求項12に記載の発明によれば、請求項
11の効果に加えて、 (37)一方の構造部材の当接面に接合金具を固定し他
方の構造部材を接合金具に係合するだけで構造部材同士
を接合して仮固定することができ、仮固定後に接合具で
構造部材同士を緊結固定でき、他部所の構造部材の接合
作業性や他部所の接合部との調節等の整合作業性に優れ
るとともに、構造部材を順に組み立てることができ組立
作業性に優れ、また、建築物全体の組立精度に優れる。 (38)各構造部材を正確に接合し構造部材の当接面を
密着させることができ、接着剤の漏れを防止でき接合精
度に優れ、また、接合金具と接合具で各構造部材の接合
時の剪断,張力等の接合強度に優れる。According to the twelfth aspect of the present invention, in addition to the effect of the eleventh aspect, (37) a joining fitting is fixed to a contact surface of one structural member and the other structural member is engaged with the joining fitting. The structural members can be joined together and temporarily fixed by simply performing the following steps. After the temporary fixing, the structural members can be tightly fixed together with the joining tool. In addition to excellent alignment workability such as adjustment, the structural members can be assembled in order, resulting in excellent assembly workability, and excellent assembly accuracy of the entire building. (38) Each structural member can be accurately joined, and the contact surfaces of the structural members can be brought into close contact with each other, preventing leakage of the adhesive, and having excellent joining accuracy. Excellent bonding strength such as shear and tension.
【0089】請求項13に記載の発明によれば、請求項
12の効果に加えて、 (39)構造部材同士を当接面で確実に密接に当接する
ことができ、接合具挿入部に挿入固定した接合具に接着
剤を注入した際に、当接面から接着剤が漏れるのを確実
に防止できるとともに、構造部材同士を確実に密着でき
接合精度に優れる。According to the thirteenth aspect of the present invention, in addition to the effect of the twelfth aspect, (39) the structural members can be securely and closely contacted with each other at the contact surface, and the structural member can be inserted into the connector insertion portion. When the adhesive is injected into the fixed joint, the adhesive can be reliably prevented from leaking from the abutting surface, and the structural members can be surely adhered to each other, so that the joining accuracy is excellent.
【図1】(a)実施の形態1における接合具の全体斜視
図 (b)実施の形態2における先端部に螺子状部を有した
接合具の全体斜視図FIG. 1A is an overall perspective view of a connector according to a first embodiment. FIG. 1B is an overall perspective view of a connector having a threaded portion at a distal end according to a second embodiment.
【図2】実施の形態3における構造部材間の仕口の接合
構造を示す要部側面断面図FIG. 2 is a side sectional view of a main part showing a joint structure of a joint between structural members according to a third embodiment;
【図3】実施の形態3における構造部材間の仕口の接合
構造を示す要部平面断面図FIG. 3 is a plan cross-sectional view of a main part showing a joint structure of a connection between structural members according to a third embodiment;
【図4】(a)実施の形態4における先端部に螺子状部
を有した接合具の全体斜視図 (b)実施の形態5における分割式の接合具の要部分解
全体斜視図FIG. 4A is an overall perspective view of a connector having a threaded portion at a distal end in the fourth embodiment. FIG. 4B is an exploded overall perspective view of a main part of a split-type connector in the fifth embodiment.
【図5】実施の形態6における抱き柱の構造部材の接合
構造を示す要部側面断面図FIG. 5 is a side sectional view of a main part showing a joint structure of the structural members of the holding pillar according to the sixth embodiment.
【図6】実施の形態7における接合具の全体斜視図FIG. 6 is an overall perspective view of a connector according to a seventh embodiment.
【図7】実施の形態8における土台の構造部材の接合構
造を示す要部側面断面図FIG. 7 is a side sectional view of a main part showing a joint structure of a structural member of a base according to an eighth embodiment.
【図8】実施の形態9における構造部材の継手接合構造
を示す要部側面断面図FIG. 8 is a side sectional view of a main part showing a joint joining structure of structural members according to a ninth embodiment;
【図9】実施の形態6における構造部材の継手接合構造
を示す要部平面断面図FIG. 9 is a plan cross-sectional view of a main part showing a joint joining structure of structural members according to a sixth embodiment.
【図10】(a)実施の形態10における先端部に螺子
状部を有した接合具の全体斜視図 (b)実施の形態11における先端部が螺子状部を有し
た接合具の全体斜視図10A is an overall perspective view of a connector having a threaded portion at the distal end in the tenth embodiment. FIG. 10B is an overall perspective view of a connector having a threaded portion at the distal end in the eleventh embodiment.
【図11】実施の形態12における構造部材である登り
梁と柱の仕口の接合構造を示す要部側面断面図FIG. 11 is a side cross-sectional view of a main part showing a connection structure of a connection between a climbing beam and a pillar, which is a structural member according to a twelfth embodiment.
【図12】実施の形態13における構造部材である登り
梁と柱の仕口の他の接合構造を示す要部側面断面図FIG. 12 is a side cross-sectional view of a principal part showing another connection structure of a connection between a climbing beam and a pillar, which is a structural member according to the thirteenth embodiment.
【図13】(a)実施の形態14における接合具の全体
斜視図 (b)実施の形態15における接合具の要部断面全体斜
視図13A is an overall perspective view of a connector according to a fourteenth embodiment. FIG. 13B is an overall perspective view of an essential part of the connector according to the fifteenth embodiment.
【図14】実施の形態16における構造部材間の仕口の
接合構造を示す要部側面断面図FIG. 14 is a side sectional view of a main part showing a joint structure of a connection between structural members in a sixteenth embodiment.
【図15】(a)3階建て住宅の1階平面図 (b)3階建て住宅の2階平面図 (c)3階建て住宅の3階平面図15A is a plan view of a three-story house, FIG. 15B is a plan view of a three-story house, and FIG.
1,9,20,22,40,60,62,80,82
接合具 2,26 胴部 3,3′,81,83 先端部 3a,81a 尖鋭端部 4 首部 5,21,41,61 頭部 5a,41a,61a 端面 5b,61b 締付部 6,6′ 中空部 6a,6b,6c 単位中空部 7 注入口 8,8′吐出口 10,63 縦構造部材 10a 凹部 11,11′,50A,50B 横架構造部材 11a 係合ボルト 11b,50a 切欠部 12,10′,42,64a,64b 構造部材 13a,13b,27a,27b,27c,43,51
a,51b,65a,65b 当接面 14,54 接合金具 14a,54a 固定部 14b,54b 立壁部 14c,54c 係合部 14d ボルト・ナット 15,16,28,29,44,52a,52b,6
6,67,69,70接合具挿入部 15a,16a,28a,29a,44a,52c,6
6a,67a,69a,70a 底部 17,30a,30b,45,53a,53b,68
a,68b,68c 空気抜き部 23 頭部部材 23a,25a 接合部 24 胴部材 24a,24b 胴接合部 25 先端部材 31 螺旋状部材 46 座部 47 埋設材(封止体) 47a 突起部 55 引寄せ金具 55a 操作部 55b 回動部 55c ドリフトピン挿入孔 56 ドリフトピン 83a 雄螺子部 84 雌螺子部 90a,90b 柱 91 耐力壁 92 車庫 92a 間口1,9,20,22,40,60,62,80,82
Joiner 2,26 Trunk 3,3 ', 81,83 Tip 3a, 81a Sharp end 4 Neck 5,21,41,61 Head 5a, 41a, 61a End face 5b, 61b Tightening part 6,6' Hollow part 6a, 6b, 6c Unit hollow part 7 Inlet 8, 8 'Discharge port 10, 63 Vertical structural member 10a Concave part 11, 11', 50A, 50B Horizontal structural member 11a Engagement bolt 11b, 50a Notch part 12, 10 ', 42, 64a, 64b Structural members 13a, 13b, 27a, 27b, 27c, 43, 51
a, 51b, 65a, 65b Contact surface 14, 54 Joint fitting 14a, 54a Fixing part 14b, 54b Standing wall part 14c, 54c Engaging part 14d Bolt / nut 15, 16, 28, 29, 44, 52a, 52b, 6
6, 67, 69, 70 Connector insertion portions 15a, 16a, 28a, 29a, 44a, 52c, 6
6a, 67a, 69a, 70a Bottom part 17, 30a, 30b, 45, 53a, 53b, 68
a, 68b, 68c Air vent 23 Head member 23a, 25a Joint 24 Body member 24a, 24b Body joint 25 Tip member 31 Spiral member 46 Seat 47 Buried material (sealed body) 47a Projection 55 Pulling fitting 55a Operation part 55b Rotating part 55c Drift pin insertion hole 56 Drift pin 83a Male screw part 84 Female screw part 90a, 90b Column 91 Bearing wall 92 Garage 92a Frontage
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成12年5月31日(2000.5.3
1)[Submission date] May 31, 2000 (2005.3
1)
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】全文[Correction target item name] Full text
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【書類名】 明細書[Document Name] Statement
【発明の名称】 接合具及びそれを用いた柱、梁、桁等
の接合装置並びに柱、梁、桁等の接合方法Connectors and columns using the same [Title of Invention, beams, digits etc. <br/> bonding apparatus and pillars, beams, bonding method digits such
【特許請求の範囲】[Claims]
【請求項4】 注入口に嵌合される突起部を有した封止
体を備えていることを特徴とする請求項1乃至3の内い
ずれか1項に記載の接合具。 4. A joining tool according to any one of claims 1 to 3, characterized in that it comprises a sealing body having a projection to be fitted in the inlet.
【請求項5】 請求項1乃至4の内いずれか1項に記載
された接合具と、所定の当接面で当接される柱、梁、桁
等の2以上の構造部材と、前記構造部材の外周壁部から
前記当接面に対して直交若しくは所定の傾斜角度を有し
て他の前記構造部材と連通し前記接合具の長さよりも短
い深さで穿孔された1以上の接合具挿入部と、前記接合
具の中空部に注入されて前記接合具の吐出口から吐出さ
れ前記接合具の外周面と前記接合具挿入部の周壁間に充
填される接着剤と、を備えていることを特徴とする柱、
梁、桁等の接合装置。 5. A bonding tool as set forth in any one of claims 1 to 4, pillars into contact with a predetermined contact surface, the beam, two or more structural members of digits <br/> such And a hole that is perforated at a depth shorter than the length of the connector by communicating with the other structural member at a right angle or at a predetermined inclination angle with respect to the contact surface from the outer peripheral wall of the structural member. The above-described connector insertion portion, an adhesive injected into the hollow portion of the connector and discharged from the discharge port of the connector and filled between the outer peripheral surface of the connector and the peripheral wall of the connector insertion portion, A pillar, characterized by having
Joining equipment for beams, girders, etc.
【請求項6】 当接される柱、梁、桁等の構造部材間の
内いずれか1の前記構造部材の外周壁部から接合具挿入
部に連通して穿孔された1乃至複数の空気抜き部を備え
ていることを特徴とする請求項5に記載の柱、梁、桁等
の接合装置。 6. abutted the columns, beams, one or a plurality of air vent drilled in communication with the joint instrument insertion portion from the outer peripheral wall portion of any one of the structural members of between structural members such as digits The joining device for a column, a beam, a girder, or the like according to claim 5 , characterized by comprising:
【請求項7】 接合具挿入部の開口部に穿設され前記接
合具挿入部と直交する1以上の座部を有し、前記座部の
開口側を埋設し表面が柱、梁、桁等の外周壁面と略面一
に形成された埋設材を備えていることを特徴とする請求
項5又は6に記載の柱、梁、桁等の接合装置。 7. A connector having at least one seat which is bored in an opening of the connector insertion portion and is orthogonal to the connector insertion portion, embeds the opening side of the seat, and has a surface such as a column, a beam, a girder, or the like. The joining device for columns, beams, girders and the like according to claim 5 or 6 , further comprising a buried material formed substantially flush with an outer peripheral wall surface of the column .
【請求項8】 当接される柱、梁、桁等の構造部材間の
内いずれか一方の前記構造部材の当接面に固定又は前記
当接面に平行若しくは直角に固定された固定部と、前記
固定部に立設又は延設された1乃至複数の立壁部と、前
記立壁部に形成され当接される他方の前記構造部材が係
合された係合部と、を有した接合金具を備えていること
を特徴とする請求項5乃至7の内いずれか1項に記載の
柱、梁、桁等の接合装置。 8. abutted the columns, beams, and one of the structural fixed portion which is parallel or perpendicular to the fixed abutment surface fixed or the abutment surface of the member of between structural members such as digits A joining metal fitting having one or a plurality of upright wall portions erected or extended on the fixed portion, and an engaging portion formed on the upright wall portion and engaged with the other structural member to be brought into contact with the upright wall portion; The method according to any one of claims 5 to 7 , further comprising:
Joining equipment for columns, beams, girders, etc.
【請求項9】 当接される柱、梁、桁等の構造部材間の
内いずれか一方の前記構造部材の当接面に固定された固
定部と、前記固定部に立設された1乃至複数の立壁部
と、他方の前記構造部材に回動自在に軸支された引寄せ
金具と、前記立壁部に形成され前記引寄せ金具が回動自
在に係合される係合部と、を有した接合金具を備えてい
ることを特徴とする請求項5乃至7の内いずれか1項に
記載の柱、梁、桁等の接合装置。 9. abutted the columns, beams, and the fixed portion fixed to the contact surface of either one of the structural members of between structural members of digits such as, 1 to standing on the fixed part A plurality of upright wall portions, a pull-down fitting rotatably supported by the other structural member, and an engaging portion formed on the upright wall portion and rotatably engaged with the pull-down fitting. The joining device for a column, a beam, a girder or the like according to any one of claims 5 to 7 , further comprising a joining fitting having the joint.
【請求項10】 所定の当接面で当接される柱、梁、桁
等の2以上の構造部材に、請求項1乃至4の内いずれか
1項に記載された接合具が挿入される接合具挿入部を形
成する挿入部形成工程と、前記接合具挿入部に前記接合
具を挿入し前記接合具の先端部を前記接合具挿入部の底
部に打設若しくは螺着し前記接合具を前記構造部材に固
定する固定工程と、前記接合具の中空部に接着剤を注入
して前記構造部材を緊結固定する緊結固定工程と、を備
えていることを特徴とする柱、梁、桁等の接合方法。 10. A column, a beam, or a girder contacted at a predetermined contact surface.
An insertion part forming step of forming a connector insertion part into which the connector according to any one of claims 1 to 4 is inserted into two or more structural members such as the above; A fixing step of inserting the connector and driving or screwing the tip end of the connector to the bottom of the connector insertion portion to fix the connector to the structural member; and applying an adhesive to the hollow portion of the connector. A step of injecting and tightening and fixing the structural member. A method for joining columns, beams, girders, etc., characterized by comprising:
【請求項11】 2以上の柱、梁、桁等の構造部材の内
いずれか1の前記構造部材の当接面に、当接される柱、
梁、桁等の構造部材間の内いずれか一方の前記構造部材
の前記当接面に固定又は前記当接面に平行若しくは直角
に固定された固定部と、前記固定部に立設又は延設され
た1乃至複数の立壁部と、前記立壁部に形成され当接さ
れる他方の前記構造部材が係合された係合部と、を有し
た接合金具を固定し、前記接合金具を介して2以上の前
記構造部材を前記当接面で当接する金具固定工程を備え
ていることを特徴とする請求項10に記載の柱、梁、桁
等の接合方法。 11. 2 or more columns, beams, the contact surface of any one of the structural members of the structural members of digits such as, pillar that contacts,
Any one of the structural members between structural members such as beams and girders
Fixed to the contact surface or parallel or perpendicular to the contact surface
A fixed portion fixed to the
One or more standing wall portions, and an abutment formed on the standing wall portion.
An engagement portion with which the other structural member is engaged.
The connecting bracket is fixed, the pillar of claim 10, characterized in that two or more of said structural member via said connecting bracket has a contact with metal fixation step in the contact surface, the beam, girder
Etc. joining method.
【請求項12】 2以上の柱、梁、桁等の構造部材の内
いずれか1の前記構造部材の当接面に、当接される柱、
梁、桁等の構造部材間の内いずれか一方の前記構造部材
の前記当接面に固定された固定部と、前記固定部に立設
された1乃至複数の立壁部と、他方の前記構造部材に回
動自在に軸支された引寄せ金具と、前記立壁部に形成さ
れ前記引寄せ金具が回動自在に係合される係合部と、を
有した接合金具を固定し、前記引寄せ金具を回動して前
記構造部材同士を前記当接面で密接する密接工程を備え
ていることを特徴とする請求項10に記載の柱、梁、桁
等の接合方法。 12. A structural member such as two or more columns, beams, girders and the like.
A column that is in contact with a contact surface of any one of the structural members;
Any one of the structural members between structural members such as beams and girders
A fixed portion fixed to the contact surface of
To one or more of the standing walls and the other structural member.
A pulling bracket movably supported by the shaft, and
And an engaging portion with which the pulling fitting is rotatably engaged.
The column or beam according to claim 10 , further comprising: a fixing step of fixing the joining metal fittings, rotating the pulling metal fitting, and bringing the structural members into close contact with each other at the contact surface . digit
Etc. joining method.
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【0001】[0001]
【発明の属する技術分野】本発明は、木材や集成材同
士、又は、木材と石材やコンクリートとを接合する接合
具、及びそれを用いて柱,梁,桁等が木材や集成材等か
らなる木造建築物の構造部材同士を緊結接合し耐力壁や
筋交いを不要にするとともに、増築や既存建屋の耐震補
強ができる柱、梁、桁等の接合装置、並びに柱、梁、桁
等を簡単かつ確実強固に接合できる柱、梁、桁等の接合
方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining tool for joining wood or laminated wood or between wood and stone or concrete, and using the same, columns, beams, girders, etc. are made of wood or laminated wood. Tightening and joining structural members of wooden buildings to eliminate the need for load-bearing walls and braces, as well as joining devices such as columns, beams, and girders , as well as columns, beams, and girders, that can be added to buildings or seismically reinforced existing buildings.
The present invention relates to a method for joining columns, beams, girders, and the like, which can easily and securely join such members .
【0002】[0002]
【従来の技術】近年、住宅等の建築時の省力化、合理化
又は木造建築物の強度の向上を目的として、接合具や金
具、箱金物等を用いた仕口や継手等により、梁と桁,柱
と梁,胴差と通し柱等を接合する柱、梁、桁等の接合装
置や接合方法が開発されている。また、阪神大震災を含
め毎年、地震や台風等で特に木造住宅が大きな被害を被
ることが多く、木造建築物の柱、梁、桁等の各構造部材
同士の接合装置において、仕口等の接合部の強度向上を
含めて建築物全体の構造強度の向上を図った柱、梁、桁
等の接合装置や接合方法が種々開発されている。例え
ば、実開昭63−162008号公報(以下、イ号公報
という)には、タンバックルの筋交の一端が締結される
通孔をもつ補強板を備え、かつ、方形の軸部通孔を適数
個穿設されたL型当接板から成る込栓締結部材と、該部
材のL型当接板の軸部通孔の一つおきの軸部通孔と合致
する2個の方形の通孔をもつ座金と、L型当接板が当接
された横架材と柱材の当接面に垂直に、予め設けられた
込栓穴に埋設される埋設部の先端に突設された方形の軸
部が、L型込栓締結部材のL型当接板と該当接板に重ね
られた座金との軸部通孔に嵌合されて締結される込栓部
材と、埋没された込栓部材の埋設部の込栓釘通孔に、横
架材や柱材の側面に予め設けられた込栓釘通孔に連通す
る込栓釘案内穴から打釘される込栓釘とからなる木造建
築用軸組金具が開示されている。また、特開平9−41
391号公報(以下、ロ号公報という)には、木柱埋め
込み用接ぎ手金具を木柱の柱脚木口から、同軸心に合致
させて形成した埋め込み孔に挿入し、木柱埋め込み等接
ぎ手金具の各通孔に対応する如くして予め木柱の柱脚辺
りに形成した貫通孔から、固定ボルトを差し込んで木柱
埋め込み用接ぎ手金具の各通孔に貫通して木柱の反対側
の側面から突出させ、その突出状とした固定ボルトの先
端側に横架材受け金具を嵌合させてからナット締めし、
この横架材受け金具共々木柱埋め込み等接ぎ手金具を木
柱の柱脚に固定する木柱埋め込み用接ぎ手金具の一体化
構造、およびそれを使用した木柱接ぎ手構造が開示され
ている。更に、最近、敷地の狭い都会地で木造3階建て
住宅の着工数が増加しており、土地柄、敷地が狭いため
1階に車庫を設けることを要求され1階に大きな間口を
要す場合が多い。以下、1階に車庫を設けた3階建ての
住宅の一例について、図面を用いて説明する。図15
(a)は3階建て住宅の1階平面図であり、図15
(b)は3階建て住宅の2階平面図であり、図15
(c)は3階建て住宅の3階平面図である。図中、90
a,90bは柱、91は柱90b間に配置された耐力
壁、92は車庫、92aは車庫92の開口した間口であ
る。図15の3階建て住宅では、車庫92の間口92a
を要すため柱90a間には柱90b間のように、耐力壁
91を配置することができないとともに、車庫92の上
方に2階と3階の荷重がかかるため、従来から、柱90
aに大型の構造部材を使用したり、1階だけを鉄筋構造
にしたりしている。2. Description of the Related Art In recent years, for the purpose of labor saving and rationalization at the time of building a house or the like or improvement of the strength of a wooden building, beams and girders are provided by means of joints and fittings using joints, metal fittings, box hardware and the like. , pillars of joining the columns and beams, body difference and continuous columns, etc., beams, joining instrumentation of digits, etc.
Placement and joining methods have been developed. In addition, wooden houses are often severely damaged by earthquakes and typhoons every year, including the Great Hanshin Earthquake, and joints such as joints are used in joining devices for structural members such as pillars, beams, and girders of wooden buildings. Columns, beams, and girders that improve the structural strength of the entire building, including the strength of the sections
Bonding apparatus and the bonding method and the like have been developed. For example, Japanese Utility Model Laid-Open No. 63-162008 (hereinafter referred to as "A") includes a reinforcing plate having a through hole to which one end of a tambuckle brace is fastened, and a square shaft through hole. A suitable number of L-shaped abutment plates formed with an L-shaped abutment plate, and two square-shaped holes that match with every other axle-part through-hole of the L-type abutment plate of the member. A washer having a through hole and an L-shaped abutment plate projecting from a tip of a buried portion to be buried in a plug hole provided in advance, perpendicular to a contact surface of a horizontal member and a column member abutted. The square-shaped shaft portion is buried in a plug member which is fitted and fastened to a shaft portion through hole of the L-shaped contact plate of the L-shaped plug fastening member and the washer stacked on the corresponding contact plate. From the bayonet nail of the buried part of the bayonet member to the bayonet nail that is nailed from the bayonet guide hole that communicates with the bayonet nail hole that is provided in advance on the side of the horizontal member or column Naru wooden building bracket It has been disclosed. Also, Japanese Patent Application Laid-Open No. 9-41
In Japanese Patent Publication No. 391 (hereinafter referred to as “B”), a fitting for embedding a wooden pillar is inserted from a pedestal tip of a wooden pillar into an embedding hole formed so as to be coincident with a coaxial center, and a joint for embedding a wooden pillar is used. From the through holes formed in advance around the pillar bases of the wooden pillars corresponding to the respective through holes of the metal fittings, insert fixing bolts to penetrate the respective through holes of the wooden pillar embedding joint metal fittings, and the other side of the wooden pillar. From the side surface, and fit the cross member receiving bracket to the tip side of the protruding fixing bolt, and then tighten the nut,
An integrated structure of a wooden pillar-embedded joint fitting for fixing the joint fitting for embedding a wooden pillar to the column base of the wooden pillar, and a wooden pillar joint structure using the same are disclosed. . Furthermore, recently, the number of starts of wooden three-story houses has increased in urban areas with small sites, and due to the small size of the site and the need for a garage on the first floor, which requires a large frontage on the first floor. There are many. Hereinafter, an example of a three-story house having a garage on the first floor will be described with reference to the drawings. FIG.
15A is a plan view of the first floor of a three-story house, and FIG.
FIG. 15B is a plan view of the second floor of a three-story house, and FIG.
(C) is a three-story plan view of a three-story house. In the figure, 90
Reference numerals a and 90b denote columns, reference numeral 91 denotes a load-bearing wall disposed between the columns 90b, reference numeral 92 denotes a garage, and reference numeral 92a denotes an open frontage of the garage 92. In the three-story house shown in FIG.
Therefore, the load-bearing walls 91 cannot be disposed between the columns 90a as between the columns 90b, and the loads on the second and third floors are applied above the garage 92.
For example, a large structural member is used for a, or only the first floor has a reinforcing bar structure.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記従
来の接合具や接合装置,接合方法では、以下の課題を有
していた。木造建築物の施工時に柱、梁、桁等に金具や
金物等を装着しこれにボルトやナット等を介して固定せ
ねばならず、施工作業性に欠けるとともに、施工時の作
業が煩雑で作業性に欠け、また、木材の伸縮により数年
で固定力が低下しガタが生じ易く接合強度の信頼性に欠
ける。曲げや引張り、圧縮、剪断等の物理的強度を要す
るため、金具や金物等が大型で重量があり運搬性に欠
け、更に高所作業では安全性に欠ける。木材からなる
柱、梁、桁等の構造部材同士をボルトやナットで固定し
たものでは、木材の伸縮により数年で締付力が低下しガ
タが生じ易いとともに、ボルトやナット、金物等の金属
部分の酸化により物理的強度が低下し信頼性や耐久性に
欠ける。また、従来の接合装置では、ピン接合のため木
造建築物の強度が不十分で、筋交い、構造用合板、鋼製
ブレース等を要し、しかも、地震時等には筋交いが折れ
たり、外れたりして本来の役目を果たさないことがあ
り、信頼性に欠けるという課題を有していた。更に、特
にイ号公報やロ号公報の接合具を用いた接合方法では、
以下の課題を有していた。イ号公報の木造建築用軸組金
具では、込栓部材を埋設するために予め横架材と柱材の
当接面に垂直な込栓穴と、込栓部材の込栓釘通孔に連通
する込栓釘案内穴とを横架材や柱材の側面に予め設ける
必要が有り、また、ロ号公報の木柱埋め込み用接ぎ手金
具では、木柱埋め込み用接ぎ手金具を挿入する埋め込み
孔を木柱の柱脚木口から同軸心に合致させて形成し、更
に、木柱埋め込み用接ぎ手金具の各通孔に対応する貫通
孔を予め木柱の柱脚辺りに形成する必要が有り、いずれ
も各穴の形成作業性に欠けるとともに、各金具に形成さ
れた通孔と柱材等の各部材に形成された穴とを合致させ
る手間を要し、柱、梁、桁等の接合作業性に欠ける。ま
た、図13に示すような、従来の3階建て住宅では、1
階に車庫92を設けているため、柱90a間に耐力壁を
配置することができないとともに、車庫92の上方に2
階,3階の荷重がかかり、地震の際等には、車庫92の
柱90aから破壊される可能性が高く、耐震性や安全性
に欠けるという課題を有していた。また、車庫92の間
口92aを形成し耐力壁91を有していないため、地震
や2階乃至3階の振動で住宅が揺れ易く、その際、特
に、3階の壁のクロスが歪んだり破れたりする可能性が
有るという課題を有していた。更に、柱90aに大型の
構造部材を使用したり、1階だけを鉄筋構造にしたりし
た場合、建築の手間がかかり建築施工性に欠けるととも
に、コスト高を引き起こすという課題を有していた。However, the above-mentioned conventional joining tool, joining apparatus and joining method have the following problems. At the time of construction of wooden buildings, metal fittings and hardware etc. must be attached to pillars, beams, girders, etc. and fixed to them with bolts and nuts, etc.In addition to lacking workability, work at the time of construction is complicated In addition, the elasticity of the wood is reduced, and the fixing force is reduced in several years due to the expansion and contraction of the wood. Since physical strength such as bending, tension, compression, and shearing is required, metal fittings and hardware are large and heavy, and lack transportability, and lack safety when working at heights. Made of wood
When structural members such as columns, beams, and girders are fixed together with bolts and nuts, the tightening force is reduced in several years due to the expansion and contraction of wood, which tends to cause play, and oxidation of metal parts such as bolts, nuts, and hardware. As a result, physical strength is reduced, and reliability and durability are lacking. In addition, the conventional joining device has insufficient strength of a wooden building due to pin joining, and requires bracing, structural plywood, steel braces, and the like. In some cases, the original function may not be fulfilled, and there is a problem of lack of reliability. Further, in particular, in the joining method using the joining tool of JP-B or JP-B,
It had the following problems. In the wooden bracket of Japanese Patent Publication No. A, in order to embed the plug member, the plug member is previously communicated with a plug hole perpendicular to the contact surface between the horizontal member and the column member, and a plug nail hole of the plug member. It is necessary to previously provide a bayonet guide hole to be provided on the side surface of the horizontal member or the column member. It is necessary to form a through hole corresponding to each through hole of the joint fitting for embedding a wooden column in advance around the column base of the wooden column, so that In each case, the workability of forming each hole is lacking, and it requires time and effort to match the through hole formed in each bracket with the hole formed in each member such as a column member, and the joining work of columns, beams, girders, etc. Lack of sex. In a conventional three-story house as shown in FIG.
Since the garage 92 is provided on the floor, a load-bearing wall cannot be arranged between the columns 90a, and two garages 92 are provided above the garage 92.
There is a high possibility that the load will be applied to the third and third floors, and in the event of an earthquake or the like, the pillars 90a of the garage 92 are likely to be destroyed, and there is a problem of lack of earthquake resistance and safety. In addition, since the frontage 92a of the garage 92 is formed and the bearing wall 91 is not provided, the house is easily shaken by the earthquake or the vibration of the second or third floor. In this case, especially, the cross of the third floor wall is distorted or broken. Or there is a possibility that the Furthermore, when a large-sized structural member is used for the column 90a or when only the first floor is made to have a reinforced structure, there is a problem that it takes time and effort to build the building, lacks building workability, and raises the cost.
【0004】本発明は上記従来の課題を解決するもの
で、簡単な装置でかつ接合作業性に優れ施工期間を著し
く短縮できるとともに、構造強度の高い接合具の提供、
及び、木造建築物の構造強度を向上できるとともに増築
や既存建屋の耐震補強ができ、特に、接合金具と併用し
て該接合具を使用した場合に、特に強固な接合力を得る
ことができ更に、地震で接合金具と接合具の何れかが万
が一破損した場合にも建築物が完全に破壊されることな
く耐震性や安全性に優れ、また、施工作業時の安全性に
優れるとともに、汎用性に優れ未熟練者でも簡単かつ確
実に接合強度に優れた接合ができる柱、梁、桁等の接合
装置、並びに、施工作業性を著しく向上できるととも
に、柱、梁、桁等の接合技術を単純化し作業工数を削減
でき施工期間を著しく短縮することができる柱、梁、桁
等の接合方法を提供することを目的とする。The present invention solves the above-mentioned conventional problems, and provides a connector having a simple structure, excellent joining workability, capable of remarkably shortening the construction period, and having high structural strength.
And, while being able to improve the structural strength of a wooden building, it can be added to an existing building or an earthquake-resistant reinforcement, and especially when the joint is used in combination with a joint, a particularly strong joint can be obtained. Even if one of the fittings and fittings is damaged by an earthquake, the building is not completely destroyed and has excellent seismic resistance and safety, and also has excellent safety during construction work and versatility Columns, beams, girders, etc. that can be easily and reliably joined with excellent joining strength even by unskilled people
Device, as well, it is possible to greatly improve the installation workability, columns, beams, pillars can significantly shorten the simplified construction period can reduce the man-hours to joining technique digit such as a beam, girder
It is intended to provide a joining method such as
【0005】[0005]
【課題を解決するための手段】上記従来の課題を解決す
るために本発明における接合具及びそれを用いた柱、
梁、桁等の接合装置並びに柱、梁、桁等の接合方法は、
以下の構成を有している。本発明の請求項1に記載の接
合具は、a.棒状の胴部と、b.前記胴部の一端に形成
された尖鋭状若しくはその表面に螺子状部を有した先端
部と、c.前記胴部の他端に形成され端面に膨出面や平
面等からなる打込部若しくは+状,−状,六角形状等の
切削部や突起部を備えた膨出状や平面状,ナット状,逆
台錐状等からなる締付部を有した頭部と、d.前記胴部
の略軸心の長手方向に形成された中空部と、e.前記頭
部の前記端面から前記中空部に連通した接着剤の注入口
と、f.前記胴部の外周面から前記中空部に連通して穿
設された1乃至複数の接着剤の吐出口と、g.前記胴部
に外嵌されたスプリング等の螺旋状部材、及び/又は、
前記胴部の前記頭部側端部に前記胴部の外径より大きく
かつ前記頭部の外径と同一若しくは小さい外径で形成さ
れた首部と、を備えた構成を有している。SUMMARY OF THE INVENTION In order to solve the above-mentioned conventional problems, a connector according to the present invention and a column using the same ,
Beam bonding apparatus and columns of digits or the like, beams, bonding method digits, etc.,
It has the following configuration. The connector according to claim 1 of the present invention comprises: a. A rod-shaped body, b. A sharp end formed at one end of the body, or a tip having a threaded portion on its surface; c. A swelling shape, a flat shape, a nut shape, and a punched portion formed at the other end of the body portion and having a swelling surface or a flat surface at the end surface thereof, or a cutting portion or a protruding portion such as a +,-, or hexagonal shape. A head having a fastening portion having an inverted frustum shape or the like; d. A hollow portion formed substantially in the longitudinal direction of the axis of the body, e. An injection port for an adhesive communicating from the end face of the head to the hollow portion; f. An outlet for one or more adhesives drilled from the outer peripheral surface of the body to communicate with the hollow; g. The torso
A helical member such as a spring externally fitted to and / or
The outer diameter of the trunk is larger than the outer diameter of the trunk at the head side end of the trunk.
And formed with an outer diameter equal to or smaller than the outer diameter of the head.
And a broken neck portion .
【0006】これにより、以下の作用が得られる。 a.木材間や集成材間若しくは木材と集成材同士、又
は、木材と石材やコンクリート等の部材同士を接合する
際に、接合する部材に接合具の長さよりも短い深さの挿
入部を形成して接合具を挿入部に挿入し、接合具の先端
部を挿入部の底部に打設又は螺着するだけで、各部材同
士を接合することができる。 b.接合具の長手方向に中空部を備えているとともに中
空部に連通して穿設された接着剤の吐出口を備えている
ため、注入口から中空部に接着剤を注入することにより
吐出口から接合具の外周面及び接合具が挿入された部材
の挿入部の周壁間に接着剤を充填することができ、部材
同士を緊結し剛接合ができる。 c.複数の該接合具を用いて部材同士を接合する場合、
接合具の胴部等の外径を小さくすることができ、部材の
断面欠損を減少させ部材の強度の低下を防止することが
できる。 d.部材に形成された接合具を挿入する挿入部に金属製
等の高強度部材からなる接合具が接着剤で埋設固定され
るので、高剪断,高張力の剛接合を維持できる。 e.部材同士をコの字状の箱金物やフック状の金物等の
接合金具で接合した後、各部材に形成した挿入部に接合
具を挿入するとともに挿入部の底部に接合具の先端部を
打設若しくは螺着し、接合具の中空部に接着剤を注入し
て部材同士を緊結固定することができるため、接合金具
で部材同士の仮固定した後に部材同士を正確に接合でき
部材同士の当接面を密着させ接着剤の漏れを防止できる
とともに、接合金具に加えて該接合具で部材同士の剪
断,張力等の接合強度を維持することができる。 f.先端部に螺子状部を有している場合、該接合具を部
材の挿入部に挿入して挿入部の底部に先端部をねじ込む
ことができるため、部材同士を引き寄せて部材同士の当
接面を密着させることができ、部材同士の当接面から接
着剤が漏れるのを防止でき、部材同士の接合に接合金具
を用いない場合でも、部材同士を確実に密着して接合で
きる。g.接合具の胴部にスプリング等の螺旋状部材を外嵌し
た場合、接合具の中空部に接着剤を注入した際に、接合
具の吐出口から吐出される接着剤を接合具の外周面及び
接合具が挿入された部材の挿入部の周壁間で螺旋状部材
に沿って略均等に充填し、ショートパスを防ぎ、充填ム
ラが生じるのを防ぐことが可能なので、粘度の大きい接
着剤も容易に使用でき、部材同士を緊結できる。 h.接合具の胴部に螺旋状部材を外嵌しているため、接
着剤で螺旋状部材が埋設され該接合具が補強材としての
役割を果たし、部材同士の接合部の剪断,引張り応力等
を向上させ耐久性を向上できる。 i.胴部の外径より大きくかつ頭部の外径と同一若しく
は小さい外径で形成された首部を備えた場合、接合具を
挿入した部材の挿入部と接合具の胴部の間に略均一な隙
間を確保することができ、胴部に形成された吐出口から
吐出される接着剤を胴部の外周面と胴部が挿入された挿
入部の周壁間の隙間に略均等に充填することができる。 j.特に、接合具を挿入する挿入部と首部の外径を略同
一にした場合、胴部の外周面と接合具が挿入された部材
の挿入部の周壁間に充填された接着剤が頭部側へ溢れ出
るのを防止できる。 Thus, the following operation is obtained. a. When joining between wood and glulam, or between wood and glulam, or between wood and stone, concrete, and other members, form an insertion section with a depth shorter than the length of the joint in the joining member. The members can be joined to each other simply by inserting the joining tool into the insertion section and driving or screwing the tip end of the joining tool to the bottom of the insertion section. b. Since the connector has a hollow portion in the longitudinal direction and has a discharge port for adhesive drilled in communication with the hollow portion, the adhesive is injected from the injection port into the hollow portion to discharge the adhesive from the discharge port. The adhesive can be filled between the outer peripheral surface of the joining tool and the peripheral wall of the insertion portion of the member into which the joining tool has been inserted, and the members can be tightly joined to each other for rigid joining. c. When joining members using a plurality of the joining tools,
It is possible to reduce the outer diameter of the body portion or the like of the joining tool, thereby reducing the loss of the cross section of the member and preventing the member from decreasing in strength. d. Since a connector made of a metal or other high-strength member is buried and fixed with an adhesive in an insertion portion into which the connector formed in the member is inserted, a high-shear, high-tension rigid connection can be maintained. e. After joining the members with joining metal fittings such as U-shaped box hardware and hook-shaped metal fittings, insert the joining tool into the insertion section formed on each member, and strike the tip of the joining tool at the bottom of the insertion section. Since the members can be tightly fixed by joining or screwing and injecting an adhesive into the hollow portion of the joint, the members can be accurately joined after the members are temporarily fixed with the joint metal, and the members can be properly fixed. The contact surfaces can be brought into close contact with each other to prevent the adhesive from leaking, and in addition to the joining metal fitting, the joining strength such as shearing and tension between the members can be maintained by the joining tool. f. When the distal end portion has a threaded portion, the connector can be inserted into the insertion portion of the member and the distal end portion can be screwed into the bottom portion of the insertion portion. Can be prevented from leaking from the contact surfaces of the members, and the members can be securely adhered to each other and joined even when the joining metal fitting is not used for joining the members. g. Spiral members such as springs are fitted onto the body of the connector
When the adhesive is injected into the hollow part of the
The adhesive discharged from the discharge port of the fixture is applied to the outer peripheral surface of the joint and
Spiral member between the peripheral walls of the insertion portion of the member into which the connector has been inserted
Almost evenly along the
Can prevent the occurrence of
Adhesive can also be used easily, and members can be tied together. h. Since the spiral member is fitted over the body of the connector,
The spiral member is buried with the adhesive, and the joint is used as a reinforcing material.
Plays a role, shearing, tensile stress, etc. at the joint of members
And the durability can be improved. i. Be larger than the outside diameter of the torso and the same as the outside diameter of the head
With a neck formed with a small outer diameter,
A substantially uniform gap between the inserted part of the inserted member and the body of the connector
Between the discharge ports formed in the body
Insert the discharged adhesive with the outer peripheral surface of the body and the body inserted.
The gap between the peripheral walls of the entry portion can be substantially uniformly filled. j. In particular, the outer diameter of the insertion part where the connector is inserted and the outer diameter of the neck are approximately the same.
If the same, the outer peripheral surface of the body and the member into which the connector is inserted
Adhesive filled between the peripheral walls of the insertion part overflows to the head side
Can be prevented.
【0007】ここで、接合具の胴部としては、断面を円
形状に形成する他,略楕円形,三角形や四角形,六角形
等の略多角形状に形成してもよい。接合具の先端部とし
ては、尖鋭端部を有したものが用いられ、特に、尖鋭状
の表面に螺子状部を有していない場合は、円錐状や釘先
状等の多角錐状等に形成される。接合具の頭部として
は、先端部に螺子状部を有している場合は、端面に+
状,−状,六角形状等の切削部や突起部を備えた膨出状
や平面状,ナット状,逆台錐状等からなる締付部が形成
され、先端部に螺子状部を有していない場合は、端面に
膨出面や平面等からなる打込部が形成されたものが用い
られる。Here, the body of the connector may be formed in a substantially elliptical shape, a triangular shape, a quadrangle shape, a hexagonal shape or the like in addition to a circular cross section. As the distal end of the connector, one having a sharp end is used, and in particular, when there is no screw-like portion on the sharp surface, it has a polygonal pyramid shape such as a conical shape or a nail point shape. It is formed. If the head of the connector has a screw-shaped portion at the tip, a +
, Swelling, flat, nut-shaped, inverted frustum-shaped, etc. with cutting parts such as,-, hexagonal, etc., and a screw-shaped part at the tip In the case where it is not used, the one having a driving portion formed of a swelling surface or a flat surface on the end surface is used.
【0008】接合具の頭部としては、頭部の外径を胴部
の外径の1.2倍〜2.5倍、好ましくは1.5倍〜2
倍に形成される。これにより、中空部に接着剤を注入し
て該接合具の外周面及び接合具が挿入された部材の挿入
部の周壁間に接着剤を充填した際に接着剤が頭部側から
溢れ出るのを防止できる。頭部の外径が胴部の外径の
1.5倍より小さくなるにつれ接着剤が頭部側から溢れ
出易くなる傾向が有り、頭部の外径が胴部の外径の2倍
より大きくなるにつれ頭部が部材から大きく突出する傾
向が有り、いずれも好ましくない。更に、接合具の材質
としては、ステンレス鋼,クロム,鉄鋼,カーボン鉄鋼
等の鉄製品やアルミニウム合金等の金属製の他、カーボ
ン繊維やボロン繊維,ガラス繊維,金属繊維等の有機や
無機の繊維と合成樹脂で成形加工したものが用いられ
る。The outer diameter of the head is 1.2 times to 2.5 times, preferably 1.5 times to 2 times the outer diameter of the torso.
Formed twice. Thereby, when the adhesive is injected into the hollow portion and filled between the outer peripheral surface of the joint and the peripheral wall of the insertion portion of the member into which the joint is inserted, the adhesive overflows from the head side. Can be prevented. As the outer diameter of the head becomes smaller than 1.5 times the outer diameter of the torso, the adhesive tends to overflow from the side of the head, and the outer diameter of the head becomes larger than twice the outer diameter of the torso. As the size increases, the head tends to protrude greatly from the member, which is not preferable. Further, as a material of the joining tool, in addition to iron products such as stainless steel, chromium, steel, and carbon steel, and metals such as aluminum alloys, organic and inorganic fibers such as carbon fiber, boron fiber, glass fiber, and metal fiber. And what was processed with synthetic resin is used.
【0009】接合具の中空部及び中空部に連通した接着
剤の吐出口や注入口としては、接合具の胴部の外径の約
1/20倍〜16/20倍、好ましくは約1/10倍〜
5/10倍の大きさの直径を有した断面が略円形状に形
成される。尚、接着剤の粘性や接合具の材質にもよる
が、直径が接合具の胴部の外径の1/10倍より小さく
なるにつれ中空部内での接着剤の流動性に欠け接着剤の
注入に時間がかかる傾向があり、5/10倍よりも大き
くなるにつれ接合具の機械的強度が損なわれる傾向があ
り、いずれも好ましくない。吐出口としては、中空部に
連通して接合具の胴部の直径方向に貫通して1以上形成
される。複数形成するときは、中空部を中心に略放射状
に形成してもよい。注入時間を短縮することができるた
めである。また、中空部から対称の位置に形成すると、
中空部に注入された接着剤を接合具の外周面に略均等に
吐出することができ、接着剤の充填ムラを防止できるの
で好ましい。また、吐出口の形成位置としては、接合具
を部材の上面から下方に傾斜して挿入する場合、吐出口
を接合具の胴部の先端部側に形成し、接合具を部材の下
面から上方に傾斜して挿入する場合、吐出口を接合具の
胴部の頭部側に形成するのが好ましい。これにより、接
合具の外周面及び接合具が挿入された部材の挿入部の周
壁間に接着剤を満遍なく充填することができる。[0009] The discharge port and the injection port of the adhesive communicating with the hollow portion of the connector are about 1/20 to 16/20 times, preferably about 1/20 times the outer diameter of the body of the connector. 10 times ~
A cross section having a diameter 5/10 times as large is formed in a substantially circular shape. In addition, depending on the viscosity of the adhesive and the material of the connector, as the diameter becomes smaller than 1/10 times the outer diameter of the body of the connector, the flow of the adhesive in the hollow portion is lacking as the diameter becomes smaller than 1/10. And the mechanical strength of the connector tends to be impaired as the ratio becomes larger than 5/10 times, which is not preferable. One or more discharge ports are formed so as to communicate with the hollow part and penetrate in the diameter direction of the body part of the connector. When a plurality are formed, they may be formed substantially radially around the hollow portion. This is because the injection time can be shortened. Also, if formed at a symmetrical position from the hollow part,
It is preferable because the adhesive injected into the hollow portion can be almost uniformly discharged to the outer peripheral surface of the joining tool, and uneven filling of the adhesive can be prevented. In addition, as for the formation position of the discharge port, when the connector is inserted obliquely downward from the upper surface of the member, the discharge port is formed at the tip end side of the body of the connector, and the connector is positioned above the lower surface of the member. When the connector is inserted obliquely, it is preferable to form the discharge port on the head side of the body of the connector. Thereby, the adhesive can be evenly filled between the outer peripheral surface of the joint and the peripheral wall of the insertion portion of the member into which the joint is inserted.
【0010】接合具の首部としては、接合具の胴部の直
径より3mm〜15mm好ましくは5mm〜12mm大
きい直径で形成される。首部の直径と胴部の直径の差が
5mmより小さくなるにつれ接合具の胴部と接合具を挿
入した挿入部の周壁間の隙間が小さくなり、特に粘度の
高い接着剤を注入した際に接着剤が流動し難くなる傾向
が有り、首部の直径と胴部の直径の差が12mmより大
きくなるにつれ接合具の胴部と接合具を挿入した挿入部
の周壁間の隙間が大きくなり過ぎ接着剤の使用量が必要
以上に増える傾向が有り、いずれも好ましくない。 [0010] The neck portion of the connector is directly connected to the body of the connector.
3 mm to 15 mm, preferably 5 mm to 12 mm larger than the diameter
It is formed with a critical diameter. The difference between the neck diameter and the body diameter
Insert the torso of the joint and the joint as it becomes smaller than 5 mm
The gap between the peripheral walls of the inserted part becomes smaller,
Adhesive tends to be difficult to flow when high adhesive is injected
And the difference between the neck diameter and the torso diameter is greater than 12 mm
As it becomes easier, the torso of the connector and the insertion part where the connector is inserted
The gap between the peripheral walls of the wall becomes too large and requires the use of adhesive
There is a tendency to increase more than that, and neither is preferable.
【0011】本発明の請求項2に記載の接合具は、請求
項1に記載の発明において、前記先端部が前記胴部の一
端面に前記胴部と同軸状に突設固定又は着脱自在に前記
胴部と同軸状に突設され、前記先端部の最大外径が前記
胴部の外径より小さい構成を有している。 [0011] bonding tool according to claim 2 of the present invention is the invention according to claim 1, wherein the distal end the body portion coaxially on one end surface of the barrel projecting fixed or removably It is configured to protrude coaxially with the body, and has a configuration in which the maximum outer diameter of the tip is smaller than the outer diameter of the body.
【0012】これにより、請求項1の作用に加えて、以
下の作用を有する。k .先端部の最大外径が胴部の外径より小さく形成(先
端部が胴部と尖鋭部を備えその胴部の最大外径が該接合
具の胴部より細く形成)されているので、該接合具を挿
入する挿入部を部材の表面側に形成した際や、該接合具
が部材の挿入部に斜めに挿入された際等に、該接合具の
先端部により部材の表面(外周壁面)に割れ等が発生す
るのを防止できる。l .先端部が胴部より細く形成されているので、該接合
具を集成材に打設又は螺着した際に、先端部が部材を押
し広げる力を小さくすることができ、ラミナと呼ばれる
薄い単板を張り重ねて製造された集成材を該接合具で接
合する場合にも、集成材表面のラミナが剥がれたり、部
分的に浮き上がったり、割れたりするのを防止できる。m .先端部を胴部に着脱自在に突設した場合、部材の材
質等に応じて長さや材質等の異なる先端部に交換するこ
とができ、該接合具の使用性や汎用性を向上できる。Thus, the following operation is obtained in addition to the operation of the first aspect . k . Since the maximum outer diameter of the distal end portion is formed smaller than the outer diameter of the trunk portion (the distal end portion has a trunk portion and a sharp portion, and the maximum outer diameter of the trunk portion is formed smaller than the trunk portion of the joining tool). When the insertion portion for inserting the connector is formed on the surface side of the member, or when the connector is obliquely inserted into the insertion portion of the member, the surface of the member (outer peripheral wall surface) is formed by the distal end of the connector. Cracks and the like can be prevented from being generated. l . Since the tip portion is formed thinner than the body portion, when the joining tool is driven or screwed into the glued laminated lumber, the force by which the tip portion pushes out the member can be reduced, and a thin veneer called lamina When the glued laminated lumber produced by laminating the laminated materials is joined with the joining tool, it is possible to prevent the lamina on the surface of the glued laminated wood from peeling off, partially rising or cracking. m . When the distal end is detachably protruded from the body, the distal end can be replaced with a distal end having a different length or material depending on the material or the like of the member, and the usability and versatility of the connector can be improved.
【0013】ここで、先端部としては、基部側(胴部
側)から端部側にかけて円錐状や釘先状等の多角錐状に
形成されたものや、基部側の断面が円形状や多角形状の
胴部を有し、端部のみが円錐状や釘先状等の多角錐状等
の尖鋭状に形成されたもの、若しくは、端部側表面のみ
又は全表面が螺子状に形成されたもの等が用いられる。
また、先端部を胴部に着脱自在に突設する場合、胴部の
一端面に雌螺子部,先端部の基部側に雄螺子部を形成、
胴部の一端面に先端部の基部側が嵌合される嵌合凹部を
形成、等して先端部を胴部に螺着や嵌着等により着脱自
在に突設する。また、先端部の材質としては、胴部と同
一の材質でも、異なる材質でもよい。先端部の基部側の
直径(最大外径)としては、3mm〜8mm、好ましく
は、4mm〜7mmに形成される。先端部の材質や該接
合具で接合する部材にもよるが、先端部の基部側の直径
が4mmより小さくなるにつれ、先端部の強度に欠け該
接合具の耐久性の低下を引き起し易い傾向が有り、7m
mより大きくなるにつれ、該接合具を部材に打設又は螺
着した際に部材の表面が割れ易くなる傾向が有り、いず
れも好ましくない。 [0013] Here, the tip, which is formed on the base side conically toward the end portion side from the (body side) and a nail destination shaped like a pyramid-shaped and, in the proximal section is circular or polygonal It has a torso shape, only the end is formed in a sharp shape such as a polygonal pyramid such as a cone or a nail, or only the end side surface or the entire surface is formed in a screw shape The thing etc. are used.
In addition, when the tip portion is detachably protruded from the body portion, a female screw portion is formed on one end surface of the body portion, and a male screw portion is formed on the base side of the tip portion,
A fitting recess into which the base side of the tip is fitted is formed on one end surface of the body, and the tip is removably protruded from the body by screwing, fitting, or the like. The material of the tip may be the same as or different from the body. The diameter (maximum outer diameter) on the base side of the distal end is 3 mm to 8 mm, preferably 4 mm to 7 mm. Depending on the material of the distal end and the member to be joined with the connector, as the diameter of the base of the distal end becomes smaller than 4 mm, the distal end lacks strength and the durability of the connector is easily reduced. There is a tendency, 7m
As the value becomes larger than m, the surface of the member tends to crack when the connector is driven or screwed into the member, and both are not preferable.
【0014】本発明の請求項3に記載の接合具は、請求
項1又は2に記載の発明において、前記胴部が、前記頭
部の反対端に接合部を有した頭部側胴部材と、両端に胴
接合部を有した1又は2以上の中間部胴部材と、前記先
端部の反対端に接合部を有した先端部側胴部材と、を備
えた構成を有している。 [0014] bonding tool according to claim 3 of the present invention is the invention according to claim 1 or 2, wherein the body portion, a head-side cylinder member having a joint portion at the opposite end of the head has a one or more intermediate portions body member having a body joint at both ends, and a tip-side barrel member having a joint portion at the opposite end of the tip, a configuration with a.
【0015】これにより、請求項1又は2の作用に加え
て、以下の作用を有する。n .頭部側胴部材と中間部胴部材,先端部側胴部材を順
に各接合部で接合して連結することにより該接合具を形
成することができ、また、接合する中間部胴部材の数に
より接合具の長さを任意に変更することができる。o .特に、吐出口が該接合具の先端部側に形成される場
合、頭部側胴部材と中間部胴部材,先端部側胴部材の各
々に中空部を形成して先端部側胴部材の中空部に連通し
た吐出口を先端部側胴部材に形成することができ、該接
合具の中空部を分割して形成することができるため、中
空部の形成距離を短くでき、接合具の先端部側に吐出口
を要す場合にも中空部や吐出口を容易に形成できる。 [0015] Thus, in addition to the operation of claim 1 or 2, having the following effects. n . Head side cylinder member and the intermediate portion body member, it is possible to form the bonding tool by connecting by joining distal portion side body member sequentially in each joint, and the number of the intermediate portion body member to be joined Thus, the length of the connector can be arbitrarily changed. o . In particular, if the discharge port is formed in the front end portion of the該接Gogu, head side cylinder member and the intermediate portion body member, to form a hollow portion in each of the distal end side barrel member distal end side barrel member of the discharge port which communicates with the hollow portion can be formed on the distal end side body portion material, it is possible to form by dividing the hollow portion of該接Gogu, can shorten the forming distance of the hollow portion, connectors Even when a discharge port is required at the tip end side, a hollow portion and a discharge port can be easily formed.
【0016】ここで、接合部や胴接合部としては、雄螺
子部又は雌螺子部を形成したもの、嵌合凹部又は嵌合凸
部を形成したもの等、各部材が脱着自在に接合できる形
状のものが用いられる。また、頭部側胴部材と先端部側
胴部材を各接合部で接合して該接合具を形成してもよ
い。また、各部材には、各部材を連結した際に長さ方向
で略一直線になる中空部が吐出口まで形成される。更
に、胴部に形成される吐出口が先端部側に形成される場
合は、中空部の形成距離が長くなるとともに、中空部が
長すぎる場合には中空部の形成が不可能となるため、吐
出口が先端部側に形成される場合に、頭部側胴部材,中
間部胴部材,先端部側胴部材に分割された該接合具が好
適に用いられる。 [0016] Here, as the bonding portion and the body joint, which was formed a male screw portion or a female thread portion, such as those forming the fitting recess or fitting projection, shaped respective members can be joined detachably Is used. Also, the head side trunk member and the tip side
A body member may be formed the bonding tool by bonding at each junction. In each member, a hollow portion that is substantially straight in the length direction when the members are connected is formed up to the discharge port. Furthermore, when the discharge port formed in the body is formed on the tip end side, the forming distance of the hollow portion is long, and when the hollow portion is too long, it is impossible to form the hollow portion, If the discharge port is formed on the tip side, head side cylinder member, medium
During unit body member, it divided the joint member is preferably used in the front end portion side body member.
【0017】本発明の請求項4に記載の接合具は、請求
項1乃至3の内いずれか1項に記載の発明において、前
記注入口に嵌合される突起部を有した封止体を備えた構
成を有している。 The bonding tool according to claim 4 is the invention according to any one of claims 1 to 3, the sealing body having a projection to be fitted into the inlet It has a configuration provided.
【0018】これにより、請求項1乃至3の作用に加え
て、以下の作用を有する。 p.注入口から中空部へ接着剤を注入した後、注入口に
突起部を嵌合して注入口を封止することができ、粘度の
極めて低い接着剤や硬化に長時間を要す接着剤を使用し
た場合でも、注入口から接着剤が漏れるのを防止できる
とともに、該接合具の頭部の外観を向上できる。 [0018] Thus, in addition to the operation of claims 1 to 3, it has the effect of following. p. After injecting the adhesive from the injection port into the hollow part, the projection can be fitted into the injection port to seal the injection port, and adhesives with extremely low viscosity or adhesives that take a long time to cure Even when used, the adhesive can be prevented from leaking from the injection port, and the appearance of the head of the connector can be improved.
【0019】ここで、封止体としては、注入口に嵌合で
きる突起部を有していればよく、接合具の頭部を覆設す
る形状のものや、接合具の頭部を覆設し該接合具が挿入
された部材表面と面一に形成されたもの等が用いられ
る。 [0019] As the sealing member needs to have a protrusion that can fit in the inlet, one or shaped to Kutsugae設the head of the connectors, the head of the connectors Kutsugae設A member formed flush with the surface of the member into which the connector is inserted is used.
【0020】本発明の請求項5に記載の柱、梁、桁等の
接合装置は、請求項1乃至4の内いずれか1項に記載さ
れた接合具と、所定の当接面で当接される柱、梁、桁等
の2以上の構造部材と、前記構造部材の外周壁部から前
記当接面に対して直交若しくは所定の傾斜角度を有して
他の前記構造部材と連通し前記接合具の長さよりも短い
深さで穿孔された1以上の接合具挿入部と、前記接合具
の中空部に注入されて前記接合具の吐出口から吐出され
前記接合具の外周面と前記接合具挿入部の周壁間に充填
される接着剤と、を備えた構成を有している。 The bonding apparatus of columns, beams, digits, etc. according to claim 5 of the present invention comprises a bonding tool according to any one of claims 1 to 4, the contact at a predetermined contact surface Two or more structural members such as pillars, beams, girders, etc. , and communicate with the other structural members from the outer peripheral wall of the structural member at a right angle or a predetermined inclination angle with respect to the contact surface. One or more jig insertion portions perforated at a depth shorter than the length of the jig, and the outer peripheral surface of the jig being injected into the hollow portion of the jig and discharged from the discharge port of the jig, and And an adhesive filled between the peripheral walls of the tool insertion portion.
【0021】これにより、以下の作用が得られる。 a.柱、梁、桁等に形成された接合具挿入部に接合具を
挿入するとともに、接合具の先端部を接合具挿入部の底
部に打設又は螺着することにより、柱、梁、桁等の構造
部材同士を接合することができる。 b.接合具の中空部に接着剤を注入することにより、接
合具の吐出口から接着剤を吐出して、接合具の外周面と
接合具挿入部の周壁間に接着剤を充填して柱、梁、桁等
の構造部材同士を固結することができる。 c.機械的強度が著しく高い接合具を柱、梁、桁等の各
構造部材に埋設して構造部材同士を緊結しているため、
構造部材の曲げ、引張り、圧縮、剪断等に対する抵抗力
を向上できる。 d.接合具を柱、梁、桁等の構造部材の当接面に対して
所定の傾斜角度を有して挿入した場合、鉛直荷重に対す
る変形に耐えることができ、構造部材同士の剛性を向上
できる。 e.柱、梁、桁等の構造部材間でクロス状になるように
形成した接合具挿入部に接合具を挿入すると、挿入する
だけで構造部材を保持でき、更に、接合具を固定し接着
剤を注入すると極めて機械的強度に優れた接合を可能に
することができる。 f.接合具が柱、梁、桁等に埋設されているとともに、
接合具の外周面が接着剤で被覆されるため、接合具が酸
化等するのを防止でき接合具の耐久性を向上させること
ができる。 g.接合具を柱、梁、桁等の構造部材に打設又は螺着し
て構造部材同士を接合し、更に、接合具の外周面と接合
具挿入部の周壁間に接着剤を充填して構造部材同士を緊
結しているため、構造部材同士を剛接合することができ
接合強度を向上でき、また、接着剤で緊結しているた
め、木材等の構造部材の伸縮を吸収できガタつきを防止
できる。 h.柱、梁、桁等の構造部材同士の接合部が接合具と接
着剤で強固に接合されたラーメン構造となるので、耐力
壁や筋交いを使用することなく建築物の間口(スパン)
を著しく広げることができ、柱の無い空間を得ることが
できる。 [0021] As a result, the following effects can be obtained. a. By inserting the connector into the connector insertion part formed on the pillar, beam, girder, etc. , and driving or screwing the tip of the connector into the bottom of the connector insertion part, the column, beam, girder, etc. it can be joined to structural members each other. b. By injecting the adhesive into the hollow portion of the joint, the adhesive is discharged from the discharge port of the joint, and the adhesive is filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion, and the column, the beam, and the like. , Digits, etc.
It is possible to consolidate the structural members to each other for. c. Because the joints with extremely high mechanical strength are embedded in each structural member such as columns, beams, girders, etc., and the structural members are tightly connected,
The resistance of the structural member to bending, tension, compression, shear, and the like can be improved. d. When the connector is inserted at a predetermined inclination angle with respect to a contact surface of a structural member such as a column, a beam, or a girder , it can withstand deformation due to a vertical load, and the rigidity of the structural members can be improved. e. Inserting a connector into a connector insertion part formed in a cross shape between structural members such as columns, beams, girders, etc., can hold the structural member just by inserting, further fixing the connector and applying adhesive. Injection can enable bonding with extremely high mechanical strength. f. The joints are buried in columns, beams, girders, etc.
Since the outer peripheral surface of the joint is covered with the adhesive, it is possible to prevent the joint from being oxidized and the like, and to improve the durability of the joint. g. The structural member such as a pillar, a beam, or a girder is cast or screwed to the structural member to join the structural members together, and further, an adhesive is filled between an outer peripheral surface of the structural member and a peripheral wall of the structural member insertion portion. Since the members are tightly connected, the structural members can be rigidly joined to each other to improve the joining strength. In addition, since they are tightly bonded with an adhesive, the expansion and contraction of structural members such as wood can be absorbed and rattling can be prevented. it can. h. Since the joints between structural members such as columns, beams, and girders have a rigid frame structure that is firmly joined with a joining tool and an adhesive, the frontage (span) of the building without using load-bearing walls or braces
Can be significantly expanded, and a space without pillars can be obtained.
【0022】ここで、接合具挿入部の長さとしては、少
なくとも接合具の胴部と略同一の長さに形成されるのが
好ましい。接着剤の吐出口が胴部の先端部側に形成され
るときは、少なくとも吐出口が埋設されない深さに形成
される。接合具の胴部の長さより短く(浅く)なるにつ
れ、接合具挿入部の底部に先端部を打設若しくは螺着す
る長さが長くなり作業性が低下する傾向が有るととも
に、接着剤が充填される接合具の外周面と接合具挿入部
の周壁間の容積が小さくなり接着剤による緊結力が低下
する傾向が有り、また、接合具により接合具挿入部の底
部が胴部で押し開けられて柱、梁、桁等の表面(外周壁
面)に割れ等が発生する傾向が有る。また、接合具の胴
部の長さより長く(深く)なるにつれ、接合具挿入部の
底部に打設若しくは螺着できる接合具の先端部の長さが
短くなり、接合具による固定力が低下する傾向が有り、
いずれも好ましくない。また、接合具挿入部は、柱、
梁、桁等の構造部材の大小にもよるが、構造部材の外周
壁面から内側に接合具の胴部又は首部の外径の1.1倍
〜6倍の位置に形成される。柱、梁、桁等の構造部材の
外周壁面から接合具の胴部又は首部の外径の1.1倍よ
り小さい位置になるにつれ構造部材に大きな外力がかか
った際に構造部材の端部が破損する傾向が有り、6倍よ
り大きくなるにつれ構造部材に形成できる接合具挿入部
の数が減少し構造部材同士の接合力を向上させ難い傾向
が有り、いずれも好ましくない。 [0022] Here, as the length of the joint instrument insertion portion, preferably formed in the body portion and having substantially the same length of at least connectors. When the discharge port of the adhesive is formed on the tip end side of the body, it is formed at least at a depth where the discharge port is not buried. As the length becomes shorter (shallower) than the length of the body of the connector, the length of driving or screwing the tip to the bottom of the connector insertion part tends to be longer, and the workability tends to decrease, and the adhesive is filled. There is a tendency that the volume between the outer peripheral surface of the connector and the peripheral wall of the connector insertion portion becomes smaller and the binding force by the adhesive decreases, and the bottom of the connector insertion portion is pushed open by the body by the connector. There is a tendency for cracks and the like to occur on the surfaces (outer peripheral wall surfaces) of columns, beams, girders and the like . Further, as the length becomes longer (deeper) than the length of the body portion of the connector, the length of the tip portion of the connector that can be driven or screwed to the bottom of the connector insertion portion becomes shorter, and the fixing force by the connector decreases. There is a tendency,
Neither is preferred. Also, the connector insertion part is a pillar,
Depending on the size of the structural member such as a beam or a girder , it is formed inside the outer peripheral wall of the structural member at a position 1.1 to 6 times the outer diameter of the body or neck of the joint. When a large external force is applied to the structural member from the outer peripheral wall surface of the structural member such as a column, a beam, or a girder to a position smaller than 1.1 times the outer diameter of the body or neck of the joint, the end of the structural member is There is a tendency to break, and as it becomes larger than six times, the number of connector insertion portions that can be formed in the structural member decreases, and it tends to be difficult to improve the bonding strength between the structural members, and both are not preferable.
【0023】接合具挿入部の大きさとしては、接合具の
胴部の外径より3mm〜15mm、好ましくは5mm〜
12mm大きく形成される。接合具挿入部と接合具の胴
部の外径との差が5mmより小さくなるにつれ、接着剤
の種類や施工時期(夏期,冬期)にもよるが、吐出口か
ら吐出された接着剤が接合具の胴部の外周面と接合具挿
入部の周壁間で流動し難くなる傾向が有り、接合具の胴
部の外径との差が12mmより大きくなるにつれ必要以
上に接着剤を要す傾向が有り、いずれも好ましくない。
接合具に首部を有している場合は、接合具挿入部の大き
さを首部と略同一にするのが好ましい。接合具の首部よ
り小さくなるにつれ接合具の首部を接合具挿入部内に挿
入し難くなり、接合具の首部より1.5倍以上の径にな
るにつれ接合具の胴部と接合具挿入部の周壁間に充填し
た接着剤が接合具の頭部側から漏れる傾向が有り、いず
れも好ましくない。尚、接合具挿入部の内径が首部の外
径よりも大きいときは、ワッシャを用いることにより接
着剤の漏洩を防止できる。更に、接合具挿入部は、円形
や楕円形,四角形や六角形等の多角形状等任意の断面形
状で形成される。[ 0023 ] The size of the connector insertion portion is 3 mm to 15 mm, preferably 5 mm to 5 mm from the outer diameter of the body of the connector.
It is formed 12 mm larger. As the difference between the outer diameter of the connector insertion portion and the outer diameter of the body of the connector becomes smaller than 5 mm, the adhesive discharged from the discharge port is bonded depending on the type of the adhesive and the construction time (summer and winter). There is a tendency that it is difficult to flow between the outer peripheral surface of the body of the fitting and the peripheral wall of the fitting insertion part, and as the difference from the outer diameter of the body of the fitting becomes larger than 12 mm, there is a tendency to require more adhesive than necessary. And both are not preferred.
If the connector has a neck, it is preferable that the size of the connector insertion portion be substantially the same as the neck. As it becomes smaller than the neck of the connector, it becomes more difficult to insert the neck of the connector into the connector insertion portion, and as the diameter becomes 1.5 times or more the neck of the connector, the torso portion of the connector and the peripheral wall of the connector insertion portion. There is a tendency that the adhesive filled in between leaks from the head side of the connector, which is not preferable. When the inner diameter of the connector insertion portion is larger than the outer diameter of the neck portion, leakage of the adhesive can be prevented by using a washer. Furthermore, the connector insertion portion is formed in an arbitrary cross-sectional shape such as a circle, an ellipse, a polygon such as a square or a hexagon.
【0024】更に、接合具挿入部としては、柱、梁、桁
等の構造部材が水平片持ち梁等のように先端に特に大き
な外力がかかる場合は、傾斜角度αを有して形成するの
が好ましく、傾斜角度αとしては、当接面に対して20
°≦α<90°好ましくは20°≦α≦70°、より好
ましくは30°≦α≦60°で形成される。傾斜角度が
30°よりも小さくなるにつれ接合具挿入部の位置が
柱、梁、桁等の構造部材の端部に近づき大きな外力に対
して構造部材が破損し易くなるという傾向が有り、傾斜
角度が60°よりも大きくなるにつれ接合具の長さが長
くなりすぎて作業性が低下する傾向が有り、いずれも好
ましくない。特に、柱、梁、桁等の構造部材の上外周壁
部側から接合具挿入部を形成した場合、該接合具を構造
部材の上方から挿入し接合具挿入部の底部に容易に打設
若しくは螺着することができ作業性を向上できるととも
に、構造部材の下外周壁部に接合具の頭部等が露出する
のを防止し外観を向上でき、また、接合具の外周面と接
合具挿入部の周壁間に確実に接着剤を充填できるという
作用を有する。また、接合する柱、梁、桁等の構造部材
の当接面で所定間隔をあけて接合具挿入部とクロス状に
なるように他の接合具挿入部を穿孔し、各接合具挿入部
に接合具を挿入して構造部材を接合した場合、接合した
構造部材の引張り,曲げ,剪断等の上下左右からの荷重
を各接合具の偶力で打ち消すことができ、構造部材同士
の接合力を向上できる。更に、接合具挿入部を傾斜角度
αを有して形成若しくはクロス状に形成することによ
り、二方向ラーメン構造の場合や3,4方向に構造部材
が有る場合にも該接合具を用いて柱、梁、桁等の構造部
材同士を接合できるという作用を有する。接着剤として
は、エポキシ樹脂系接着剤,ポリウレタン系接着剤,酢
酸ビニル樹脂系接着剤等が用いられる。[ 0024 ] Further, as the connector insertion portion, a column, a beam, a girder may be used.
When a large external force is applied to the tip of a structural member such as a horizontal cantilever, it is preferable to form the member with an inclination angle α.
° ≦ α <90 °, preferably 20 ° ≦ α ≦ 70 °, more preferably 30 ° ≦ α ≦ 60 °. As the angle of inclination becomes smaller than 30 °, the position of the connector insertion part
There is a tendency that the structural members such as columns, beams, girders, etc. approach the ends of the structural members and are easily damaged by a large external force. As the inclination angle becomes larger than 60 °, the length of the joint becomes too long. Therefore, the workability tends to be reduced, and both are not preferable. In particular, when the connector insertion portion is formed from the upper outer peripheral wall side of a structural member such as a column, a beam, a spar, or the like , the connector is inserted from above the structural member and is easily driven into the bottom of the connector insertion portion or The workability can be improved by screwing, the head of the joint can be prevented from being exposed on the lower outer peripheral wall of the structural member, and the appearance can be improved. In addition, the outer peripheral surface of the joint can be inserted into the joint. This has the effect that the adhesive can be reliably filled between the peripheral walls of the portion. In addition, at the contact surfaces of the structural members such as columns, beams, and girders to be joined, the other joint insertion portions are perforated so as to be cross-shaped with the joint insertion portion at predetermined intervals, and each joint insertion portion is formed. When joining the structural members by inserting the joints, the loads from the top, bottom, left and right, such as tension, bending, and shear, of the joined structural members can be canceled by the couple of each joint, and the joining force between the structural members can be reduced. Can be improved. Further, by forming the connector insertion portion with an inclination angle α or forming a cross shape, even in the case of a two-way rigid frame structure or a case where there are structural members in three or four directions, a column using the connector is used. It has an effect that structural members such as beams, beams, and the like can be joined to each other. As the adhesive, an epoxy resin adhesive, a polyurethane adhesive, a vinyl acetate resin adhesive, or the like is used.
【0025】本発明の請求項6に記載の柱、梁、桁等の
接合装置は、請求項5に記載の発明において、当接され
る柱、梁、桁等の前記構造部材間の内いずれか1の前記
構造部材の外周壁部から前記接合具挿入部に連通して穿
孔された1乃至複数の空気抜き部を備えた構成を有して
いる。 The columns, beams, bonding apparatus digit etc. according to claim 6 of the present invention is the invention according to claim 5, pillar that contacts the beam, one of between said structural member digit etc. One or a plurality of air vents perforated from the outer peripheral wall of the structural member to the connector insertion part are provided.
【0026】これにより、請求項5の作用に加えて、以
下の作用を有する。 i.柱、梁、桁等の種類(コンクリート等のように通気
性を有するものや集成材等のように通気性のないもの)
にもよるが、接合具の中空部に接着剤を注入する際に、
中空部内や接合具挿入部内の空気が空気抜き部から排出
されて接着剤がスムーズに接合具の外周面と接合具挿入
部の周壁間に充填できる。 j.接着剤注入時に空気抜き部から接着剤が溢れ出るの
を確認することで、接合具の外周面と接合具挿入部の周
壁間に接着剤が満たされたことを確認できる。 [0026] Thus, in addition to the operation of claim 5, having the following effects. i. Types of columns, beams, girders, etc. (things that have air permeability such as concrete and materials that do not have air permeability such as laminated wood)
Depending on the case, when injecting the adhesive into the hollow part of the joint,
The air in the hollow portion and the connector insertion portion is discharged from the air vent portion, and the adhesive can be smoothly filled between the outer peripheral surface of the connector and the peripheral wall of the connector insertion portion. j. By confirming that the adhesive overflows from the air vent portion when the adhesive is injected, it can be confirmed that the adhesive has been filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion.
【0027】ここで、空気抜き部としては、接合具の吐
出口から離れた位置に形成するのが好ましく、吐出口が
接合具の胴部の先端部側に形成されている場合は接合具
の胴部の頭部側、吐出口が接合具の胴部の頭部側に形成
されている場合は接合具の胴部の先端部側、に形成され
る。これにより、接合具の外周面と接合具挿入部の周壁
間に接着剤が充填される前に空気抜き部から接着剤が溢
れ出るのを防止でき、確実に接合具の外周面と接合具挿
入部の周壁間に接着剤を充填できる。また、空気抜き部
は、略円形や略楕円形,四角形等の多角形等任意の形状
で、接着剤をスムーズに注入できる大きさで穿孔され
る。また、空気抜き部から接着剤が溢れ出た後、空気抜
き部の径が大きいときは木栓等の込栓を打ち込み、構造
部材の外周壁面と面一にしてもよい。これにより、柱、
梁、桁等の外観を向上できる。 [0027] Here, the air vent is preferably formed at a position apart from the discharge port of the connectors, the discharge port cylinder of connectors if it is formed on the front end portion of the body portion of connectors In the case where the discharge port is formed on the head side of the body of the connector, the discharge port is formed on the tip side of the body of the connector. Thereby, it is possible to prevent the adhesive from overflowing from the air vent portion before the adhesive is filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion, and it is possible to reliably prevent the outer peripheral surface of the joint and the joint insertion portion from being filled. The adhesive can be filled between the peripheral walls. In addition, the air vent portion has an arbitrary shape such as a substantially circular shape, a substantially elliptical shape, and a polygonal shape such as a square, and is pierced in a size that allows the adhesive to be injected smoothly. Further, after the adhesive overflows from the air vent portion, if the diameter of the air vent portion is large, a plug such as a wooden plug may be driven in to make the flush with the outer peripheral wall surface of the structural member. This allows pillars,
The appearance of beams, girders, etc. can be improved.
【0028】本発明の請求項7に記載の柱、梁、桁等の
接合装置は、請求項5又は6に記載の発明において、前
記接合具挿入部の開口部に穿設され前記接合具挿入部と
直交する1以上の座部を有し、前記座部の開口側を埋設
し表面が柱、梁、桁等の前記構造部材の外周壁面と略面
一に形成された埋設材を備えた構成を有している。 The bonding apparatus columns, beams, digits, etc. according to claim 7 of the present invention is the invention according to claim 5 or 6, it is formed in the opening of the joint instrument insertion portion the connectors inserted A buried material having at least one seat portion orthogonal to the portion, burying an opening side of the seat portion, and having a surface formed substantially flush with an outer peripheral wall surface of the structural member such as a column, a beam, or a girder . It has a configuration.
【0029】これにより、請求項5又は6の作用に加え
て、以下の作用を有する。 k.接合具の頭部が柱、梁、桁等の表面から大きく突
出、若しくは柱、梁、桁等の表面が窪むのを防止でき外
観を向上できる。 l.座部の開口側に埋設材を埋設することにより、接合
具の頭部が露出するのを防止でき、火災時等に柱、梁、
桁等の炭化皮膜により接合具を火災の高温から守ること
ができ安全性を向上することができる。 m.埋設材を柱、梁、桁等の外周壁面と略面一にしてい
るため、柱、梁、桁等の外観を向上できる。 n.接合具の頭部側に埋設材を埋設しているため、接合
具に外部の熱が伝わるのを防止でき、外部の熱が接合具
を介して内部に伝わるのを防止できる。 [0029] Thus, in addition to the operation of claim 5 or 6, it has the effect of following. k. It is possible to prevent the head of the connector from protruding greatly from the surface of the pillar, beam, spar , or the like , or to prevent the surface of the column, beam, spar , or the like from being depressed, thereby improving the appearance. l. By burying the buried material on the opening side of the seat, the head of the connector can be prevented from being exposed , and columns, beams,
The bonding tool can be protected from the high temperature of fire by the carbonized film of the girder or the like, and the safety can be improved. m. Pillars potting material, beams, since the outer peripheral wall surface substantially flush with the digit or the like can be improved columns, beams, the appearance of the digits, and the like. n. Since the embedding material is embedded on the head side of the joint, external heat can be prevented from being transmitted to the joint, and external heat can be prevented from being transmitted to the inside through the joint.
【0030】ここで、埋設材としては、接合具の注入口
に挿入自在な突起部を有したものを用い、突起部を注入
口に挿入して注入口を封止するとともに座部の開口側を
埋設してもよい。 [0030] Here, as the potting material, with one having a freely protruding portion inserted into the inlet of the connectors, the opening side of the seat with the opening is sealed by inserting the protruding portion into the inlet May be buried.
【0031】本発明の請求項8に記載の柱、梁、桁等の
接合装置は、請求項5乃至7の内いずれか1項に記載の
発明において、当接される柱、梁、桁等の前記構造部材
間の内いずれか一方の前記構造部材の前記当接面に固定
又は前記当接面に平行若しくは直角に固定された固定部
と、前記固定部に立設又は延設された1乃至複数の立壁
部と、前記立壁部に形成され当接される他方の前記構造
部材が係合された係合部と、を有した接合金具を備えた
構成を有している。 The pillar of claim 8 of the present invention, the beams, the welding device digit or the like, the invention according to any one of claims 5 to 7, the pillar that contacts, beams, digits, etc. a fixed portion which is parallel or perpendicular fixed to the fixed or the contact surface the contact surface of either one of the structural members of between said structural members, standing設又the fixing portion is extended 1 Or a plurality of upright wall portions and an engagement portion formed with the upright wall portion and engaged with the other structural member that is in contact with the upright wall portion.
【0032】これにより、請求項5乃至7の作用に加え
て、以下の作用を有する。 o.接合金具の固定部を一方の柱、梁、桁等の構造部材
の当接面に固定するとともに、立壁部に形成された係合
部に他方の構造部材を係合することにより、構造部材同
士を接合することができ、接合具による構造部材の接合
時に構造部材を正確に接合することができ接合精度を向
上できる。 p.該接合金具で柱、梁、桁等の構造部材同士の仮固定
ができるとともに、構造部材同士の当接面を略密着でき
るため、接合具挿入部に挿入固定した接合具に接着剤を
注入した際に当接面から接着剤が漏れるのを防止でき
る。 q.接合金具と接合具で柱、梁、桁等の各構造部材を緊
結固定することができ、接合具への集中力を接合金具で
分散させることができ接合具の小型化を図ることができ
るとともに、構造部材の伸縮による接合金具のガタつき
を接合具で防止することができ、接合部の剪断,張力等
の接合強度を向上することができる。 r.接合金具と接合具を併用することにより、接合具を
補強材として使用することができるとともに、接合具の
小型化を図ることができる。 s.接合金具,接合具,接着剤で柱、梁、桁等の構造部
材同士を緊結固定できるため、耐力壁や筋交いを使用せ
ずに柱のない広い間口を形成することができる。 [0032] Thus, in addition to the operation of the claims 5 to 7, it has the following effects. o. By fixing the fixing portion of the joint fitting to the contact surface of one of the structural members such as the pillar, the beam, and the girder , and by engaging the other structural member with the engaging portion formed on the upright wall portion, the structural members are joined together. Can be joined, and when joining the structural members by the joining tool, the structural members can be joined accurately, and the joining accuracy can be improved. p. Since the structural members such as columns, beams, and girders can be temporarily fixed with the joint metal and the contact surfaces of the structural members can be substantially adhered to each other, the adhesive is injected into the joint inserted and fixed in the joint insertion portion. In this case, it is possible to prevent the adhesive from leaking from the contact surface. q. Each structural member such as a column, a beam, and a girder can be tightly fixed by the joint and the joint, and the concentration of the concentration on the joint can be dispersed by the joint so that the joint can be reduced in size. In addition, it is possible to prevent rattling of the joint due to expansion and contraction of the structural member with the joint, and it is possible to improve joint strength such as shearing and tension at the joint. r. By using the joint and the joint together, the joint can be used as a reinforcing material, and the joint can be reduced in size. s. Since structural members such as columns, beams, and girders can be tightly fixed to each other with a joint fitting, a joint, or an adhesive, a wide frontage without pillars can be formed without using load-bearing walls or braces.
【0033】ここで、固定部としては、柱、梁、桁等の
当接面にボルト等により螺着等で固定される。係合部と
しては、フック状や差込突形状等に形成される。 [0033] As the fixing unit, columns, beams, it is fixed by screwing or the like by a bolt or the like to the contact surface of the digits, and the like. The engagement portion is formed in a hook shape, a plug-in protrusion shape, or the like.
【0034】本発明の請求項9に記載の柱、梁、桁等の
接合装置は、請求項5乃至7の内いずれか1項に記載の
発明において、当接される柱、梁、桁等の前記構造部材
間の内いずれか一方の前記構造部材の前記当接面に固定
された固定部と、前記固定部に立設された1乃至複数の
立壁部と、他方の前記構造部材に回動自在に軸支された
引寄せ金具と、前記立壁部に形成され前記引寄せ金具が
回動自在に係合される係合部と、を有した接合金具を備
えた構成を有している。 The pillar of claim 9 of the present invention, the beams, the welding device digit or the like, the invention according to any one of claims 5 to 7, the pillar that contacts, beams, digits, etc. the structure and fixing portion to which the fixed contact surface of either one of the structural members of the inter-member, one to a plurality of vertical wall portions erected on the fixing portion, times the other of said structural member It has the structure provided with the joining metal fitting which has the attracting metal which was movably supported by the shaft, and the engaging part which is formed in the upright wall part and the said attracting metal is rotatably engaged. .
【0035】これにより、請求項5乃至7の作用に加え
て、以下の作用を有する。 t.他方の柱、梁、桁等の構造部材に回動自在に軸支さ
れた引寄せ金具を有しているため、引寄せ金具を回動す
ることにより、構造部材同士を密接して接合することが
でき、接合具挿入部に挿入固定した接合具に接着剤を注
入した際に当接面から接着剤が漏れるのを確実に防止で
きる。 [0035] Thus, in addition to the operation of the claims 5 to 7, it has the following effects. t. Since the pulling member is rotatably supported by the other structural member such as a pillar, a beam, or a girder , the structural members are closely joined to each other by rotating the pulling member. Thus, it is possible to reliably prevent the adhesive from leaking from the contact surface when the adhesive is injected into the connector inserted and fixed in the connector insertion portion.
【0036】ここで、引寄せ金具としては、偏心位置に
穿孔されたドリフトピン挿入孔を有し円状に形成された
回動部を有したもの等を用い、係合部に回動部を係合
し、ドリフトピン挿入孔に係合部の両側からドリフトピ
ンを貫通させて挿入して回動部を軸支し、ドリフトピン
を中心に引寄せ金具を回動することにより、柱、梁、桁
等を引き寄せるもの等が用いられる。 [0036] Here, the attracting bracket, used such as those having a rotating portion formed in a circular shape having a drift-pin insertion holes drilled in the eccentric position, the rotating portion to the engagement portion Engage, insert the drift pin into the drift pin insertion hole from both sides of the engagement part and insert it to pivotally support the rotating part, and rotate the pulling bracket around the drift pin to make the pillar, beam ,digit
Or the like is used as to attract the like.
【0037】本発明の請求項10に記載の柱、梁、桁等
の接合方法は、所定の当接面で当接される柱、梁、桁等
の2以上の構造部材に、請求項1乃至4の内いずれか1
項に記載された接合具が挿入される接合具挿入部を形成
する挿入部形成工程と、前記接合具挿入部に前記接合具
を挿入し前記接合具の先端部を前記接合具挿入部の底部
に打設若しくは螺着し前記接合具を前記構造部材に固定
する固定工程と、前記接合具の中空部に接着剤を注入し
て前記構造部材を緊結固定する緊結固定工程と、を備え
た構成を有している。 The pillar of claim 10 of the present invention, the beam bonding method digits such <br/> is pillar into contact with a predetermined contact surface, the beam, two or more structural members of digits such as , Any one of claims 1 to 4
An insertion part forming step of forming a connector insertion part into which the connector described in the paragraph is inserted, and inserting the connector into the connector insertion part and setting the distal end of the connector to the bottom of the connector insertion part A fixing step of casting or screwing the joint member to the structural member to fix the joint member to the structural member; have.
【0038】これにより、以下の作用を有する。 a.柱、梁、桁等に接合具挿入部を形成し、接合具挿入
部に接合具を挿入して接合具の先端部を接合具挿入部の
底部に打設又は螺着するだけで、各柱、梁、桁等を固定
することができ、接合作業性を向上できる。 b.柱、梁、桁等を順に組み立てることができ、建設現
場で直接各柱、梁、桁等の接合ができる。 c.接合具の中空部に接着剤を注入するだけで各柱、
梁、桁等を容易に緊結でき作業性を向上できる。 [0038] As a result, it has the effect of following. a. Each pillar is formed simply by forming a connector insertion part on a pillar, a beam, a girder, etc. , inserting the connector into the connector insertion part, and driving or screwing the tip of the connector to the bottom of the connector insertion part. , Beams, girders, etc. can be fixed, and the joining workability can be improved. b. Columns, beams, can be assembled in order digits, etc., each pillar directly in the construction site, the beams, it is the junction of the digits, and the like. c. Just inject the adhesive into the hollow part of the joint, each pillar,
Beams, girders, etc. can be easily tied up and workability can be improved.
【0039】ここで、接合具挿入部としては、現場でド
リル等で穿孔や切削するか、又は、工場でプレカット方
式等で予め形成してもよい。 [0039] Here, the joint instrument insertion portion, situ or punching or cutting with a drill or the like, or may be preformed in a pre-cut method or the like at the factory.
【0040】本発明の請求項11に記載の柱、梁、桁等
の接合方法は、請求項10に記載の発明において、2以
上の柱、梁、桁等の前記構造部材の内いずれか1の前記
構造部材の前記当接面に請求項8に記載された接合金具
を固定し、前記接合金具を介して2以上の前記構造部材
を前記当接面で当接する金具固定工程を備えた構成を有
している。 The pillar of claim 11 of the present invention, the beam bonding method digits such <br/> is the invention according to claim 10, two or more columns, beams, of the structural member digit etc. A metal fitting fixing step in which the bonding metal according to claim 8 is fixed to the contact surface of any one of the structural members, and two or more of the structural members abut on the contact surface via the metal fitting. Is provided.
【0041】これにより、請求項10の作用に加えて、
以下の作用を有する。 d.一方の柱、梁、桁等の構造部材の当接面に接合金具
を固定し他方の構造部材を接合金具に係合するだけで構
造部材同士を接合して仮固定することができ、仮固定後
に接合具で構造部材を緊結固定できるため、他部所の構
造部材の接合作業性や他部所の接合部との調節等の整合
作業性を向上できるとともに、建築物全体を正確に建て
上げることができる。 e.柱、梁、桁等の各構造部材を正確に接合させること
ができる。 f.接合金具と接合具で柱、梁、桁等の各構造部材の接
合時の剪断,張力等の接合強度を向上することができ
る。 [0041] Thus, in addition to the operation of claim 10,
It has the following effects. d. Structural members can be joined and temporarily fixed by simply fixing the joint to the contact surface of one of the structural members such as columns, beams, and girders and engaging the other structural member with the joint. Structural members can be tightened and fixed with a connector later, which can improve the workability of joining structural members in other places and the adjustment workability such as adjustment with joints in other places, and accurately build the entire building be able to. e. Each structural member such as a column, a beam, and a girder can be accurately joined. f. It is possible to improve the joining strength such as shearing and tension when joining each structural member such as a column, a beam, and a girder with the joining fitting and the joining tool.
【0042】本発明の請求項12に記載の柱、梁、桁等
の接合方法は、請求項10に記載の発明において、2以
上の柱、梁、桁等の前記構造部材の内いずれか1の前記
構造部材の前記当接面に請求項9に記載された接合金具
を固定し、前記接合金具の前記引寄せ金具を回動して前
記構造部材同士を前記当接面で密接する密接工程を備え
た構成を有している。 The pillar of claim 12 of the present invention, the beam bonding method digits such <br/> is the invention according to claim 10, 2 or more
Any one of the above structural members such as upper columns, beams, girders, etc.
The joining fitting according to claim 9 , wherein the contact surface of a structural member is provided.
And a close contacting step of rotating the pulling fitting of the joining fitting to bring the structural members into close contact with each other at the contact surface.
【0043】これにより、請求項10の作用に加えて、
以下の作用を有する。 g.柱、梁、桁等の構造部材同士を当接面で密接に当接
することができ、接合具挿入部に挿入固定した接合具に
接着剤を注入した際に当接面から接着剤が漏れるのを確
実に防止できる。 h.引寄せ金具を回動するだけで柱、梁、桁等の構造部
材同士を容易に密接させることができるとともに、構造
部材同士を確実に密着でき接合精度を向上できる。 [0043] Thus, in addition to the operation of claim 10,
It has the following effects. g. Structural members such as pillars, beams, and girders can be brought into close contact with each other at the contact surface, and the adhesive leaks from the contact surface when the adhesive is injected into the joint inserted and fixed in the joint insertion part. Can be reliably prevented. h. Structural members such as columns, beams, and girders can be easily brought into close contact with each other simply by rotating the pulling fitting, and the structural members can be securely brought into close contact with each other to improve the joining accuracy.
【0044】[ 0044 ]
【発明の実施の形態】(実施の形態1,2,3)本発明
の実施の形態1,2における接合具について、以下図面
を用いて説明する。図1(a)は実施の形態1における
接合具の全体斜視図であり、図1(b)は実施の形態2
における先端部に螺子状部を有した接合具の全体斜視図
である。図1(a)において、1は実施の形態1におけ
るステンレス等の金属製の接合具、2は接合具1の断面
が円形状の棒状の胴部、3は胴部2の一端に形成された
尖鋭状の先端部、3aは先端部3の尖鋭端部、4は胴部
2の他端に胴部2の直径より大きい直径で形成された首
部、5は首部4の端部に形成された接合具1の頭部、5
aは膨出状に形成された頭部5の端面、6は胴部2,首
部4の略軸心の長手方向に形成された中空部、7は頭部
5の端面5aから中空部6に連通した接着剤の注入口、
8は中空部6の端部と直交して胴部2に穿設され中空部
6と連通して対称位置に形成された接着剤の吐出口であ
る。図1(b)において、9は実施の形態2におけるス
テンレス等の金属製で先端部に螺子状部を有した接合
具、3′は接合具9の胴部2の一端に形成され表面に螺
子状部を有した先端部、5bは端面5aに+状に切削さ
れた締付部であり、他は実施の形態1の接合具と同様の
ものなので同一の符号を付し説明を省略する。DESCRIPTION OF THE PREFERRED EMBODIMENTS (Embodiments 1, 2 and 3) A connector according to Embodiments 1 and 2 of the present invention will be described below with reference to the drawings. FIG. 1A is an overall perspective view of the connector according to the first embodiment, and FIG. 1B is a second embodiment.
FIG. 4 is an overall perspective view of a connector having a screw-shaped portion at the tip end in FIG. In FIG. 1A, reference numeral 1 denotes a metal connector such as stainless steel in the first embodiment, 2 denotes a rod-shaped body having a circular cross section of the connector 1, and 3 denotes one end of the body 2. A pointed tip, 3a is a sharp end of the tip 3, 4 is a neck formed at the other end of the body 2 with a diameter larger than the diameter of the body 2 and 5 is formed at an end of the neck 4. The head of the joint 1, 5
a is an end surface of the head 5 formed in a bulging shape, 6 is a hollow portion formed in the longitudinal direction of the substantially axial center of the trunk 2 and the neck 4, 7 is a hollow portion 6 from the end surface 5 a of the head 5. Injecting glue inlet,
Reference numeral 8 denotes a discharge port for the adhesive which is formed in the symmetrical position by being bored in the body portion 2 at right angles to the end of the hollow portion 6 and communicating with the hollow portion 6. In FIG. 1 (b), 9 is a connector made of metal such as stainless steel according to the second embodiment and has a threaded portion at the tip, and 3 'is formed at one end of the body 2 of the connector 9 and has a screw on the surface. The distal end portion 5b having the shape portion is a fastening portion cut into the end surface 5a in a + shape, and the other portions are the same as those of the connector of the first embodiment.
【0045】以上のように構成された実施の形態1,2
の接合具1,9を用いて、以下、実施の形態3における
木造建築物の柱、梁、桁等の接合装置について、図面を
用いて説明する。図2は実施の形態3における柱、梁、
桁等の仕口の接合装置を示す要部側面断面図であり、図
3は実施の形態3における柱、梁、桁等の仕口の接合装
置を示す要部平面断面図である。図中、10は柱等の縦
構造部材、11は桁等の横架構造部材、11aは横架構
造部材11に螺合された係合ボルト、11bは横架構造
部材11の端面外周壁部の上面から下面に渡って形成さ
れた切欠部(図3参照)、12は筋交い等の構造部材、
13aは縦構造部材10と横架構造部材11の当接面、
13bは縦構造部材10と構造部材12の当接面、14
は中央の平坦に形成された固定部14aと固定部14a
の両側部に直交状に立設された一対の立壁部14bと、
各立壁部14bの先端側に二箇所溝状に形成され係合ボ
ルト11aを嵌合する係合部14cと、を備えたコの字
状に形成されたクレテック(株式会社タツミ製)等の接
合金具である。尚、接合金具14としては、その他、カ
トウ産業株式会社製のメタットや株式会社ムシカ製のム
シカストロング等の接合金具も同様にして使用される。
接合金具14は、固定部14aがボルト・ナット14d
で縦構造部材10の当接面13aに固定され、横架構造
部材11に螺合された係合ボルト11aが立壁部14b
の係合部14cに係合され、縦構造部材10と横架構造
部材11を接合している。15,16は縦構造部材10
の外周壁部から当接面13a,13bに対して直交して
貫設され横架構造部材11,構造部材12の所定部に穿
孔され穿孔部が連通して形成された接合具挿入部、15
a,16aは接合具挿入部15,16の底部、17は横
架構造部材11,構造部材12の上面又は側面の外周壁
部から接合具挿入部15,16の底部15a,16a側
に連通して穿孔された空気抜き部である。ここで、接合
具挿入部15,16は、接合具1,9の首部4の直径と
略同一の大きさで、かつ、その長さが、胴部2の長さよ
り長く、接合具1,9の先端部3,3′が底部15a,
16aに固着できる長さで形成されている。尚、実施の
形態3では、接合具1,9の先端部3,3′の長さの3
/4が底部15a,16aに埋設されている。また、首
部4は胴部2の直径より4mm〜12mm大きい直径で
形成されている。 The embodiment constructed as above 1, 2
Hereinafter, a joining device for a pillar, a beam, a girder, or the like of a wooden building according to the third embodiment will be described with reference to the drawings. FIG. 2 shows the columns, beams,
A main part side sectional view showing a joining apparatus of Joint such digit, 3 columns in the third embodiment, the beam, joining instrumentation of Joint digit such
FIG. 3 is a plan sectional view of a main part showing the arrangement . In the figure, 10 is a vertical structural member such as a pillar, 11 is a horizontal structural member such as a girder, 11a is an engagement bolt screwed to the horizontal structural member 11, 11b is an outer peripheral wall of an end face of the horizontal structural member 11 A notch (see FIG. 3) formed from the upper surface to the lower surface, 12 is a structural member such as a brace;
13a is a contact surface between the vertical structural member 10 and the horizontal structural member 11,
13b is a contact surface between the vertical structural member 10 and the structural member 12, 14b
Is a fixed portion 14a formed at the center and flat, and the fixed portion 14a
A pair of upright wall portions 14b erected orthogonally on both sides of
A K-shaped Kletec (manufactured by Tatsumi Corporation) or the like having a U-shaped engagement portion having an engagement portion 14c formed in two grooves at the tip end of each standing wall portion 14b and fitted with the engagement bolt 11a. Metal fittings. In addition, as the joining metal fittings 14, other joining metal fittings such as Metat manufactured by Kato Sangyo Co., Ltd. and Mushika Strong manufactured by Mushika Co., Ltd. are similarly used.
The fixing part 14a has a bolt and a nut 14d.
The engaging bolt 11a fixed to the contact surface 13a of the vertical structural member 10 and screwed to the horizontal structural member 11
The vertical structural member 10 and the horizontal structural member 11 are joined together. 15 and 16 are vertical structural members 10
A connector insertion portion 15 which penetrates a predetermined portion of the transverse structural member 11 and the structural member 12 and which is formed so as to communicate with the perforated portion;
Reference numerals a and 16a denote bottoms of the connector insertion portions 15 and 16, and reference numeral 17 denotes a communication from the outer peripheral wall on the upper surface or the side surface of the horizontal structural member 11 or the structural member 12 to the bottoms 15a and 16a of the connector insertion portions 15 and 16. It is an air vent part perforated. Here, the connector insertion portions 15 and 16 have substantially the same size as the diameter of the neck portion 4 of the connector 1 and 9, and the length thereof is longer than the length of the body portion 2. Of the bottom 15a,
16a. In the third embodiment, the length of the distal end portions 3 and 3 ′ of the joining tools 1 and 9 is 3
/ 4 are embedded in the bottom portions 15a and 16a. The neck 4 has a diameter that is 4 mm to 12 mm larger than the diameter of the body 2.
【0046】以上のように構成された実施の形態3の
柱、梁、桁等の接合装置について、以下その接合方法を
説明する。まず、金具固定工程において、柱等の縦構造
部材10の設計位置の当接面13aに接合金具14の固
定部14aをボルト・ナット14dで螺着固定するとと
もに、桁等の横架構造部材11の当接面13a側の端面
側に少なくとも接合金具14の立壁部14bが挿入され
る切欠部11bを外周壁部から形成し、更に、横架構造
部材11の所定部に係合ボルト11aを螺合する。次い
で、縦構造部材10と横架構造部材11を起重機等で持
ち上げて縦構造部材10の当接面13aに固定された接
合金具14の立壁部14bを切欠部11bに挿入して係
合部14cに横架構造部材11の係合ボルト11aを係
合し縦構造部材10と横架構造部材11を接合し当接面
13aで当接させる。 [0046] configured of the third embodiment as described above
Columns, beams, the bonding apparatus of digits such as, hereinafter will be described the bonding method. First, the bracket fixing process, while screwing fixing the fixing portion 14a of the joint member 14 in the abutment surface 13a of the design position of the longitudinal structural member 10 of the column, such as a bolt and nut 14d, the girder such laterally placed structural members 11 A notch 11b into which at least the upright wall portion 14b of the joint fitting 14 is inserted is formed from the outer peripheral wall portion on the end surface side of the contact surface 13a side, and an engagement bolt 11a is screwed into a predetermined portion of the horizontal structural member 11. Combine. Next, the vertical structural member 10 and the horizontal structural member 11 are lifted by a hoist or the like, and the upright wall portion 14b of the joint fitting 14 fixed to the contact surface 13a of the vertical structural member 10 is inserted into the notch portion 11b to engage the engaging portion 14c. Then, the engaging bolt 11a of the horizontal structural member 11 is engaged to join the vertical structural member 10 and the horizontal structural member 11 and brought into contact with the contact surface 13a.
【0047】次に、挿入部形成工程において、縦構造部
材10の外周壁部から当接面13aに対して直角に、横
架構造部材11の所定部まで接合具挿入部15を穿孔
し、次いで、筋交い等の構造部材12を持ち上げて縦構
造部材10と構造部材12を当接面13bで当接させ、
縦構造部材10の外周壁部から当接面13bに対して直
角に、構造部材12の所定部まで接合具挿入部16を穿
孔する。更に、接合具挿入部15,16の底部15a,
16a側に、横架構造部材11,構造部材12の外周壁
部から接合具挿入部15,16に連通した空気抜き部1
7を穿設する。尚、これらの金具固定工程や挿入部形成
工程は、建築物の建築現場で行うこともできるが、予め
工場でプレカット方式等で形成しておくこともできる。 Next, the insertion portion forming step, the outer peripheral wall portion of the longitudinal structural member 10 at right angles to the abutment surface 13a, perforating the junction instrument insertion portion 15 to a predetermined portion of the cross bar structure member 11, and then The vertical structural member 10 and the structural member 12 are brought into contact with the contact surface 13b by lifting the structural member 12 such as a brace ,
The connector insertion portion 16 is pierced from the outer peripheral wall of the vertical structural member 10 to a predetermined portion of the structural member 12 at right angles to the contact surface 13b. Further, the bottom portions 15a,
On the 16a side, the air vent portion 1 communicating from the outer peripheral wall portions of the horizontal structural member 11 and the structural member 12 to the connector insertion portions 15 and 16
7 is drilled. The metal fitting fixing step and the insertion part forming step can be performed at the building site of the building, but can also be formed in advance in a factory by a pre-cut method or the like.
【0048】次に、固定工程において、縦構造部材10
の外周壁部から接合具挿入部15に接合具1を挿入して
先端部3を接合具挿入部15の底部15aに打設して縦
構造部材10と横架構造部材11を固定する。次いで、
縦構造部材10の外周壁部から接合具挿入部16に接合
具9を挿入して締付部5bにドライバー等の工具を当て
て先端部3′を接合具挿入部16の底部16aに螺着し
て縦構造部材10と構造部材12を固定する。ここで、
接合具1,9は横架構造部材11,構造部材12に緩く
固定して、縦構造部材10と横架構造部材11,構造部
材12にガタつきを残しておくのが好ましい。これによ
り、他の柱、梁、桁等の構造部材の接合作業性を向上で
きる。次に、他の柱、梁、桁等の構造部材の接合等が終
了した後、接合具1,9の先端部3,3′を確実に各構
造部材11,12に固定し、当接面13a,13bを各
々略密着させる。これにより、注入口7から中空部6に
注入し吐出口8から接合具挿入部15,16内に吐出さ
れた接着剤が、当接面13a,13bから漏れるのを防
止する。 Next, in the fixing step, the longitudinal structural member 10
The connector 1 is inserted into the connector insertion portion 15 from the outer peripheral wall portion, and the distal end portion 3 is driven into the bottom portion 15a of the connector insertion portion 15 to fix the vertical structural member 10 and the horizontal structural member 11. Then
The connector 9 is inserted into the connector insertion portion 16 from the outer peripheral wall of the vertical structural member 10, and a tool such as a screwdriver is applied to the fastening portion 5 b to screw the tip 3 ′ to the bottom 16 a of the connector insertion portion 16. Then, the vertical structural member 10 and the structural member 12 are fixed. here,
It is preferable that the joints 1 and 9 are loosely fixed to the horizontal structural members 11 and 12 so that the vertical structural members 10 and the horizontal structural members 11 and 12 have looseness. Thereby, the joining workability of other structural members such as columns, beams, and girders can be improved. Next, after joining of other structural members such as columns, beams, and girders is completed, the distal ends 3, 3 'of the joining tools 1, 9 are securely fixed to the respective structural members 11, 12, and the contact surfaces 13a and 13b are substantially adhered to each other. This prevents the adhesive injected from the injection port 7 into the hollow portion 6 and discharged from the discharge port 8 into the connector insertion portions 15 and 16 from leaking from the contact surfaces 13a and 13b.
【0049】次いで、緊結固定工程において、注入口7
から中空部6へ接着剤を注入する。注入口7から中空部
6へ接着剤を注入すると、中空部6や接合具挿入部1
5,16内の空気が空気抜き部17から排出されるとと
もに、中空部6に注入された接着剤が吐出口8から吐出
され、接合具1,9の胴部2や先端部3,3′の外周面
と接合具挿入部15,16の周壁間に接着剤が充填され
る。更に、接合具1,9の外周面と接合具挿入部15,
16の周壁間に接着剤が充填されると、空気抜き部17
から接着剤が溢れ出るため、空気抜き部17から溢れ出
る接着剤を確認して接着剤の注入を終了し、縦構造部材
10と横架構造部材11,構造部材12が緊結固定され
る。ここで、接着剤としては、エポキシ樹脂系接着剤,
ポリウレタン系接着剤,酢酸ビニル樹脂系接着剤等が用
いられる。尚、接合具1,9の使用本数は、接合する
柱、梁、桁等の大きさ等により、任意に変更される。ま
た、接合具1,9の使用本数が多い場合、荷重を分布さ
せることができるとともに、接合具1,9を小型化する
ことができ柱、梁、桁等の断面欠損を減少することがで
き接合強度を向上できる。 [0049] Then, in Tightened fixing step, the inlet 7
The adhesive is injected into the hollow portion 6 from the above. When the adhesive is injected from the inlet 7 into the hollow portion 6, the hollow portion 6 and the connector insertion portion 1
While the air in the air outlets 5 and 16 is exhausted from the air vent 17, the adhesive injected into the hollow 6 is discharged from the outlet 8, and the body 2 and the tips 3 and 3 ′ of the connectors 1 and 9 are removed. An adhesive is filled between the outer peripheral surface and the peripheral walls of the connector insertion portions 15 and 16. Furthermore, the outer peripheral surfaces of the connectors 1, 9 and the connector insertion portions 15,
When the adhesive is filled between the peripheral walls of the air vent 16, the air vent 17
Since the adhesive overflows from the opening, the adhesive overflowing from the air vent 17 is confirmed, and the injection of the adhesive is terminated, and the vertical structural member 10, the horizontal structural member 11, and the structural member 12 are tightly fixed. Here, as the adhesive, an epoxy resin adhesive,
A polyurethane adhesive, a vinyl acetate resin adhesive, or the like is used. It should be noted that the number of used joining tools 1 and 9 is to be joined.
It can be changed arbitrarily according to the size of columns, beams, girders, etc. In addition, when the number of the joints 1 and 9 used is large, the load can be distributed, and the joints 1 and 9 can be reduced in size, and cross-sectional defects of columns, beams, girders, and the like can be reduced. The joining strength can be improved.
【0050】以上のように実施の形態1,2における接
合具及びそれを用いた実施の形態3における柱、梁、桁
等の接合装置並びに接合方法によれば、以下の作用を有
する。 (1)柱等の縦構造部材の当接面に接合金具を固定し、
桁等の横架構造部材に螺合した係合ボルトを接合金具に
係合して縦構造部材と横架構造部材の当接面を当接する
とともに、縦構造部材と横架構造部材を連通する接合具
挿入部を穿孔し、接合具を接合具挿入部に挿入して接合
具の先端部を接合具挿入部の底部に打設するだけで各構
造部材を接合でき、更に、接合具の中空部に注入口から
接着剤を注入することにより、接着剤が吐出口から吐出
され接合具の外周面と接合具挿入部の周壁間に接着剤を
充填でき、柱、梁、桁等の各構造部材を確実に緊結固定
でき、簡単にラーメン接合構造が得られる。 (2)柱等の縦構造部材と桁等の横架構造部材を接合金
具を用いて接合しているため、柱、梁、桁等の各構造部
材の当接面を密着させることができ、接合具の中空部か
ら接合具の外周面と接合具挿入部の周壁間に接着剤を充
填した際に、接着剤が当接面から漏れるのを防止できる
とともに、接合金具と接合具及び接着剤を用いて各構造
部材を緊結固定しているため、柱、梁、桁等の構造部材
同士を剛接合することができる。 (3)接合金具で柱等の縦構造部材と桁等の横架構造部
材の仮固定ができるとともに、仮固定後に接合具挿入部
を穿孔しているため、縦構造部材と横架構造部材の当接
面を正確に接合することができ、接合作業性や接合精度
を向上できる。 (4)柱等の縦構造部材と梁、桁等の構造部材の当接面
を当接して縦構造部材と構造部材を連通する接合具挿入
部を穿孔し、接合具を接合具挿入部に挿入して接合具の
先端部を接合具挿入部の底部に螺着するだけで、各構造
部材同士を引き寄せて密接して接合でき、更に、接合具
の中空部に注入口から接着剤を注入することにより、各
構造部材を確実に緊結固定できるとともに、柱、梁、桁
等の構造部材間の当接面から接着剤が漏れるのを防止で
きる。 (5)柱、梁、桁等の各構造部材に接合具挿入部を形成
し、接合具挿入部に接合具を挿入して接合具の先端部を
接合具挿入部の底部に打設又は螺着するだけで柱、梁、
桁等の各構造部材を固定でき接合作業性を向上できる。 (6)接合具を接合具挿入部の底部に緩く打設又は螺着
して、接合する柱、梁、桁等の構造部材間にガタつきを
残すことにより、他の柱、梁、桁等の各構造部材の組み
立て作業性を向上できる。 (7)接合具挿入部を接合具の首部の直径と略同一の直
径で形成しているため、接合具挿入部内に接着剤が充填
された際に、接合具挿入部の開口部側から接着剤が漏れ
るのを防止できる。 (8)接合具挿入部を接合具の長さより短くかつ、胴部
の長さより長く形成しているため、接合具挿入部の底部
に接合具の先端部を確実に打設又は螺着でき接合具で
柱、梁、桁等の各構造部材を接合できる。 (9)桁等の横架構造部材及び柱、梁等の構造部材に接
合具挿入部に連通した空気抜き部を有しているため、接
合具の中空部に接着剤を注入する際に、中空部内や接合
具挿入部内の空気が空気抜き部から排出され、接着剤が
スムーズに充填できるとともに、接着剤注入時に空気抜
き部から接着剤が溢れ出るのを確認することで、接合具
の外周面と接合具挿入部の周壁間に接着剤が満たされた
ことを確認できる。 (10)接合具を柱、梁、桁等の各構造部材に形成され
た接合具挿入部に挿入して各構造部材を接合するととも
に、接合具の外周面と接合具挿入部の周壁間に接着剤を
充填して柱、梁、桁等の構造部材同士を緊結しているた
め、構造部材の曲げ、引張り、圧縮、剪断等に対する抵
抗力を向上させることができる。 (11)接合具が柱、梁、桁等の各構造部材に埋設され
ているとともに、接合具の外周面が接着剤で被覆される
ため、接合具が酸化等するのを防止でき接合具の耐久性
を向上することができ、また、柱、梁、桁等の構造部材
の伸縮を吸収でき、構造部材間のガタつきを防止でき
る。As described above, the connector according to the first and second embodiments and the column, beam, and girder according to the third embodiment using the same.
According to the bonding apparatus and the bonding method and the like, it has the effect of following. (1) Fix the joint bracket to the contact surface of the vertical structural member such as a pillar ,
An engaging bolt screwed to a horizontal structure member such as a girder is engaged with a joint fitting to abut the contact surface between the vertical structure member and the horizontal structure member, and communicates the vertical structure member and the horizontal structure member. Each structural member can be joined simply by piercing the joint insertion part, inserting the joint into the joint insertion part, and driving the tip of the joint to the bottom of the joint insertion part, and furthermore, the hollow part of the joint By injecting the adhesive from the injection port into the part, the adhesive is discharged from the discharge port and the adhesive can be filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion part, and each structure such as a column, a beam, a girder, etc. The members can be securely fastened and fixed, and a rigid frame joint structure can be easily obtained. (2) Since the vertical structural members such as the columns and the horizontal structural members such as the girders are joined using joining metal fittings, the contact surfaces of the structural members such as the columns, beams, and girders can be brought into close contact with each other , When the adhesive is filled from the hollow portion of the joint between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion, the adhesive can be prevented from leaking from the contact surface, and the joint, the joint and the adhesive can be prevented. Since the structural members are tightly fixed by using, structural members such as columns, beams, and girders can be rigidly joined to each other. (3) The vertical structure member such as a pillar and the horizontal structure member such as a girder can be temporarily fixed by the joint fitting, and the joint insertion portion is perforated after the temporary fixation. The contact surfaces can be accurately joined, so that joining workability and joining accuracy can be improved. (4) Perforating a joint insertion portion for connecting the vertical structural member such as a pillar and a structural member such as a beam or a girder to communicate the vertical structural member and the structural member, and then attaching the joint to the joint insertion portion. Just by inserting and screwing the tip of the connector to the bottom of the connector insertion part, each structural member can be pulled together and joined closely, and further, the adhesive is injected from the injection port into the hollow part of the connector By doing so, each structural member can be securely tightened and fixed, and columns, beams,
The adhesive can be prevented from leaking from the contact surface between the structural members. (5) A joint insertion portion is formed in each structural member such as a pillar, a beam, and a girder, and a joint is inserted into the joint insertion portion, and a distal end portion of the joint is driven or screwed into a bottom of the joint insertion portion. Just put on columns, beams,
Each structural member such as a girder can be fixed, and joining workability can be improved. (6) Loosely driving or screwing the joint to the bottom of the joint insertion portion to leave backlash between the structural members such as columns, beams, and girders to be joined , so that other columns, beams, girders, etc. The workability of assembling each structural member can be improved. (7) Since the joint insertion portion is formed with a diameter substantially equal to the diameter of the neck portion of the joint, when the adhesive is filled in the joint insertion portion, bonding is performed from the opening side of the joint insertion portion. The agent can be prevented from leaking. (8) Since the connector insertion portion is formed to be shorter than the length of the connector and longer than the length of the body portion, the tip of the connector can be securely driven or screwed to the bottom of the connector insertion portion and joined. With tools
Each structural member such as a column, a beam and a girder can be joined. (9) Since a horizontal structural member such as a girder and a structural member such as a column and a beam have an air vent portion communicating with the connector insertion portion, when the adhesive is injected into the hollow portion of the connector, a hollow portion is formed. The air inside the part and the fitting insertion part is discharged from the air vent part, and the adhesive can be filled smoothly, and by confirming that the adhesive overflows from the air vent part when the adhesive is injected, it is joined to the outer peripheral surface of the joint It can be confirmed that the adhesive is filled between the peripheral walls of the tool insertion portion. (10) The joining tool is inserted into the joining part of the joining member formed on each structural member such as a pillar, a beam, a girder, etc., and each structural member is joined, and between the outer peripheral surface of the joining part and the peripheral wall of the joining part. Since the structural members such as columns, beams, and girders are filled with the adhesive and tightly connected to each other, the resistance of the structural members to bending, tension, compression, shearing, and the like can be improved. (11) Since the joint is embedded in each structural member such as a pillar, a beam, a girder , and the outer peripheral surface of the joint is covered with an adhesive, the joint can be prevented from being oxidized and the like. Durability can be improved, and expansion and contraction of structural members such as columns, beams, and girders can be absorbed, and rattling between the structural members can be prevented.
【0051】(実施の形態4,5,6)本発明の実施の
形態4,5における接合具について、以下図面を用いて
説明する。図4(a)は実施の形態4における先端部に
螺子状部を有した接合具の全体斜視図であり、図4
(b)は実施の形態5における分割式の接合具の要部分
解全体斜視図である。尚、実施の形態1,2と同様のも
のには同一の符号を付して説明を省略する。図4(a)
において、20は実施の形態4におけるステンレス等の
金属製で先端部3′に螺子状部を有した接合具、21は
首部4の端部に形成されたナット状の頭部である。図4
(b)において、22は実施の形態5におけるステンレ
ス等の金属製で複数に分割自在な分割式の接合具、23
は一端にナット状の頭部21を有した頭部側胴部材、2
3aは頭部側胴部材23の他端に形成された雌螺子状の
接合部、24は接合具22の中間部胴部材、24aは中
間部胴部材24の一端に雄螺子状に形成され接合部23
aに脱着自在な胴接合部、24bは中間部胴部材24の
他端に雌螺子状に形成された胴接合部、25は一端に先
端部3′を有した先端部側胴部材、25aは先端部側胴
部材25の他端に雄螺子状に形成され胴接合部24bに
脱着自在な接合部、26は頭部側胴部材23,中間部胴
部材24,先端部側胴部材25からなる接合具22の胴
部、6a,6b,6cは頭部側胴部材23,中間部胴部
材24,先端部側胴部材25の略軸心の長手方向に各々
形成された単位中空部、6′は頭部側胴部材23,中間
部胴部材24,先端部側胴部材25を接合した際に単位
中空部6a,6b,6cで形成される長さ方向が略一直
線の中空部、8′は中空部6′の単位中空部6cの端部
と直交して先端部側胴部材25に穿設され中空部6′と
連通して対称位置に形成された接着剤の吐出口である。
ここで、接合具22は、頭部側胴部材23の接合部23
aに中間部胴部材24の胴接合部24aを螺着し、ま
た、中間部胴部材24の胴接合部24bに先端部側胴部
材25の接合部25aを螺着して形成される。また、注
入口7に嵌合する突起を有する封止体(図示せず)を釘
かくしのように、頭部21に装着してもよい。 [0051] The connectors in the embodiments 4 and 5 (Embodiment 4,5,6) the present invention will be described with reference to the drawings. FIG. 4 (a) is an overall perspective view of a connector having a screw-shaped portion at the distal end according to the fourth embodiment.
(B) is an exploded whole perspective view of a main part of the split-type connector according to the fifth embodiment. Note that the same components as those in the first and second embodiments are denoted by the same reference numerals, and description thereof is omitted. FIG. 4 (a)
In the figure, reference numeral 20 denotes a connector made of metal such as stainless steel in the fourth embodiment and having a threaded portion at the tip 3 ', and reference numeral 21 denotes a nut-shaped head formed at the end of the neck 4. FIG.
In (b), reference numeral 22 denotes a split-type connector which is made of metal such as stainless steel and can be divided into a plurality of pieces in the fifth embodiment;
Is a head side trunk member having a nut-shaped head 21 at one end, 2
3a is a female threaded joint formed at the other end of the head side trunk member 23, 24 is an intermediate trunk member of the joint tool 22, and 24a is a middle trunk member.
One end of the intermediate body member 24 is formed into a male screw shape and
freely trunk joint desorb a, 24b is body junction formed on the other end of the intermediate section cylinder member 24 into the female screw shape, 25 the distal end side barrel member having a distal end portion 3 'at one end, 25a Is the tip side trunk
Freely joints desorption is formed on the male screw shape to the other end parts member 25 body joints 24b, 26 is a head-side cylinder member 23, an intermediate section cylinder member 24, connectors consisting tip side body member 25 barrel of 22, 6a, 6b, 6c the head-side cylinder member 23, an intermediate section cylinder member 24, the unit hollow portion formed respectively in the longitudinal direction of the substantially axial center of the tip-side barrel member 25, 6 ' Head side trunk member 23, middle
Part body member 24, a hollow portion of the distal end side body portion member 25 Units hollow portion 6a when bonding the, 6b, the length direction to be formed with 6c substantially straight line, 8 'hollow section 6' units hollow portion of perpendicular to the end of 6c are formed in the distal end portion side body member 25 communicates with the hollow portion 6 'is a discharge port of the adhesive agent formed at symmetrical positions.
Here, the joint 22 is a joint 23 of the head side trunk member 23.
and screwing the body joints 24a of the intermediate section cylinder member 24 a, also, the joint portion 25a of the intermediate portion body member body junction 24b to the distal end side body portion <br/> member 25 of 24 and screwed It is formed. Further, a sealing body (not shown) having a projection fitted to the injection port 7 may be attached to the head 21 like a nail cover.
【0052】以上のように構成された実施の形態4,5
の接合具20,22を用いて、以下、実施の形態6にお
ける木造建築物の柱、梁、桁等の接合装置について、図
面を用いて説明する。図5は実施の形態6における抱き
柱の構造部材の接合装置を示す要部側面断面図である。
尚、実施の形態3と同様のものには同一の符号を付して
説明を省略する。図中、10′は抱き柱等の構造部材、
11′は桁等の横架構造部材、27aは縦構造部材10
と横架構造部材11′の当接面、27bは横架構造部材
11′と構造部材10′の当接面、27cは縦構造部材
10と構造部材10′の当接面、28は横架構造部材1
1′の外周壁部から当接面27bに対して直交して構造
部材10′の所定部まで穿孔された接合具挿入部、29
は縦構造部材10又は構造部材10′の外周壁部から当
接面27cに対して直交して構造部材10′,縦構造部
材10の所定部まで穿孔された接合具挿入部、28a,
29aは接合具挿入部28,29の底部、30aは横架
構造部材11′の側面の外周壁部の上側に穿孔され接合
具挿入部28の開口部側に連通した空気抜き部、30b
は縦構造部材10や構造部材10′の側面の外周壁部に
接合具20の吐出口8よりも遠方側に穿孔され接合具挿
入部29の底部29a側に連通した空気抜き部、31は
接合具22の胴部26に外嵌され接合具挿入部28内に
配設されるスプリング等の螺旋状部材である。 [0052] The above embodiment constructed as 4,5
Hereinafter, a joining device for a pillar, a beam, a girder, or the like of a wooden building according to the sixth embodiment will be described with reference to the drawings. FIG. 5 is a cross-sectional side view of a main part showing a joining device for a structural member of a holding pillar according to a sixth embodiment.
Note that the same components as those in the third embodiment are denoted by the same reference numerals, and description thereof is omitted. In the figure, 10 'is a structural member such as a holding pillar,
11 'is a horizontal structural member such as a girder, 27a is a vertical structural member 10
27b is the contact surface between the horizontal structural member 11 'and the structural member 10', 27c is the contact surface between the vertical structural member 10 and the structural member 10 ', and 28 is the horizontal Structural member 1
A connector insertion portion 29 pierced from the outer peripheral wall portion 1 'to a predetermined portion of the structural member 10' at right angles to the contact surface 27b;
A connector insertion portion 28a, which is perpendicular to the contact surface 27c from the outer peripheral wall portion of the vertical structural member 10 or the structural member 10 'and is drilled to a predetermined portion of the vertical structural member 10;
29a is a bottom portion of the connector insertion portions 28 and 29, 30a is an air vent portion pierced above the outer peripheral wall on the side surface of the horizontal structure member 11 'and communicated with the opening side of the connector insertion portion 28, 30b
Is an air vent formed in the outer peripheral wall of the side surface of the vertical structural member 10 or the structural member 10 ′ at a position farther than the discharge port 8 of the connector 20 and communicated with the bottom 29 a side of the connector insertion portion 29; A spiral member such as a spring, which is fitted to the body 26 of the 22 and is disposed in the connector insertion portion 28.
【0053】以上のように構成された実施の形態6の
柱、梁、桁等の接合装置について、以下その接合方法を
説明する。まず、挿入部形成工程において、縦構造部材
10と構造部材10′を起重機等で持ち上げて縦構造部
材10と構造部材10′を当接面27cで当接させ、縦
構造部材10,構造部材10′の外周壁部から当接面2
7cに対して直角に、構造部材10′,縦構造部材10
の所定部まで接合具挿入部29を各々を穿孔する。次い
で、横架構造部材11′を起重機等で持ち上げて縦構造
部材10と横架構造部材11′を当接面27aで当接さ
せるとともに、横架構造部材11′と構造部材10′を
当接面27bで当接させ、横架構造部材11′の外周壁
部から当接面27bに対して直角に、構造部材10′の
所定部まで接合具挿入部28を穿孔する。更に、接合具
挿入部28の開口部側,接合具挿入部29の底部29a
側に、横架構造部材11′,縦構造部材10,構造部材
10′の外周壁部から接合具挿入部28,29に連通し
た空気抜き部30a,30bを穿設する。尚、これらの
挿入部形成工程は、建築物の建築現場で行うこともでき
るが、予め工場でプレカット方式等で形成しておくこと
もできる。 [0053] configured of the sixth embodiment as described above
Columns, beams, the bonding apparatus of digits such as, hereinafter will be described the bonding method. First, in the insertion part forming step, the vertical structural member 10 and the structural member 10 'are lifted by a hoist or the like, and the vertical structural member 10 and the structural member 10' are brought into contact with the contact surface 27c. 'From the outer peripheral wall to the contact surface 2
7c, the structural member 10 'and the vertical structural member 10
Each of the connector insertion portions 29 is pierced to a predetermined portion. Next, the horizontal structural member 11 'is lifted by a hoist or the like to bring the vertical structural member 10 into contact with the horizontal structural member 11' at the contact surface 27a, and the horizontal structural member 11 'is brought into contact with the structural member 10'. Abutment is made on the surface 27b, and the connector insertion portion 28 is pierced from the outer peripheral wall of the horizontal structural member 11 'to a predetermined portion of the structural member 10' at right angles to the abutting surface 27b. Further, the opening side of the connector insertion portion 28 and the bottom portion 29a of the connector insertion portion 29
On the side, air vent portions 30a, 30b communicating with the connector insertion portions 28, 29 from the outer peripheral wall portions of the horizontal structural member 11 ', the vertical structural member 10, and the structural member 10' are formed. Note that these insertion portion forming steps can be performed at a building site of a building, but can also be formed in advance at a factory by a pre-cut method or the like.
【0054】次に、固定工程において、縦構造部材1
0,構造部材10′の外周壁部から接合具挿入部29に
接合具20を各々挿入して螺子状部を有した先端部3′
を接合具挿入部29の底部29aに螺着して縦構造部材
10と構造部材10′を固定する。次いで、接合具22
に螺旋状部材31を外嵌して接合具22と螺旋状部材3
1を、横架構造部材11′の外周壁部から接合具挿入部
28に挿入して接合具22の先端部3′を接合具挿入部
28の底部28aに螺着して横架構造部材11′と構造
部材10′を固定する。次に、接合具20,22の先端
部3′を接合具挿入部28,29の底部28a,29a
に確実に螺着し、各構造部材同士を引き寄せ、当接面2
7b,27cを各々略密着させる。 Next, in the fixing step, the longitudinal structural member 1
0, each of the joints 20 is inserted into the joint insertion portion 29 from the outer peripheral wall portion of the structural member 10 ′, and the distal end portion 3 ′ having a screw-shaped portion.
Is screwed onto the bottom portion 29a of the connector insertion portion 29 to fix the vertical structural member 10 and the structural member 10 '. Next, the joining tool 22
Spiral member 31 is externally fitted to connector 22 and spiral member 3
1 is inserted into the connector insertion portion 28 from the outer peripheral wall portion of the horizontal structure member 11 ′, and the distal end 3 ′ of the connector 22 is screwed to the bottom portion 28 a of the connector insertion portion 28 so that the horizontal structure member 11 ′ is inserted. And the structural member 10 '. Next, the tips 3 'of the connectors 20, 22 are connected to the bottom portions 28a, 29a of the connector insertion portions 28, 29.
, And each structural member is attracted to each other.
7b and 27c are brought into close contact with each other.
【0055】次いで、緊結固定工程において、注入口7
から接合具20,22の中空部6,6′へ接着剤を注入
すると、実施の形態3と同様に、中空部6,6′や接合
具挿入部28,29内の空気が空気抜き部30a,30
bから排出されるとともに、中空部6,6′に注入され
た接着剤が吐出口8,8′から吐出され、接合具20,
22の胴部2,26や先端部3′の外周面と接合具挿入
部28,29の周壁間に接着剤が充填され、縦構造部材
10と構造部材10′,構造部材10′と横架構造部材
11′が緊結固定される。 [0055] Then, in Tightened fixing step, the inlet 7
When the adhesive is injected into the hollow portions 6, 6 'of the connectors 20, 22, the air in the hollow portions 6, 6' and the connector insertion portions 28, 29 is released from the air vent portions 30a, 30 as in the third embodiment. 30
b, and the adhesive injected into the hollow portions 6, 6 'is discharged from the discharge ports 8, 8', and
An adhesive is filled between the outer peripheral surfaces of the body portions 2 and 26 and the distal end portion 3 'and the peripheral walls of the connector insertion portions 28 and 29, and the vertical structural member 10 and the structural member 10', and the structural member 10 ' The structural member 11 'is tightly fixed.
【0056】以上のように実施の形態4,5における接
合具及びそれを用いた実施の形態6における柱、梁、桁
等の接合装置並びに接合方法によれば、実施の形態1乃
至3の作用に加えて、以下の作用を有する。 (1)接合具の胴部にスプリング等の螺旋状部材を外嵌
し、接合具と螺旋条部材を接合具挿入部に挿入している
ため、接合具の中空部に接着剤を注入した際に、接合具
の吐出口から接合具の外周面及び接合具挿入部の周壁間
で螺旋状部材に沿って接着剤を略均等に充填することが
でき、接着剤の充填ムラを防ぎ柱、梁、桁等の構造部材
同士を緊結できる。 (2)接合具の胴部に螺旋状部材を外嵌しているため、
接着剤で螺旋状部材が接合具挿入部内に埋設され該接合
具が補強材としての役割を果たし、柱、梁、桁等の構造
部材同士の接合部の剪断,引張り応力等を向上させるこ
とができる。 (3)接合具が、一端に頭部を有し他端に接合部を有し
た頭部側胴部材と、両端に胴接合部を有した中間部胴部
材と、一端に接合部を有し他端に先端部を有した先端部
側胴部材と、を有しているため、各接合部で各部材を接
合することにより、該接合具を形成することができ、接
合する中間部胴部材の数により該接合具を任意の長さに
調整できる。 (4)接合具が、頭部側胴部材,中間部胴部材,先端部
側胴部材に分割されているため、中空部を形成する際
に、各部材毎に長さの短い単位中空部を形成することに
より接合具の中空部を形成することができ、特に、先端
部側に吐出口を形成する場合に、中空部を容易に形成す
ることができる。 (5)接合具を接合具挿入部に挿入し、接合具の外周面
と接合具挿入部の周壁間に接着剤を充填して柱、梁、桁
等の構造部材同士を緊結固定しているため、接合具が頭
部側胴部材,中間部胴部材,先端部側胴部材を接合して
形成されている場合、各部材の接合部が接着剤で被覆さ
れ、接合具の強度を向上できる。 (6)接着剤の吐出口が接合具の先端部側胴部材に形成
され、空気抜き部が吐出口と反対側(遠方側)に形成さ
れているため、接着剤の充填ムラを防ぎ確実に柱、梁、
桁等の構造部材同士を接合できる。 (7)接合部の先端部を螺子状に形成しているので、接
合部を底部に螺着するだけで、柱、梁、桁等の各構造部
材を引き寄せ強固に密接固定させることができ、更に、
接着剤を介して柱、梁、桁等の各構造部材と接合具が強
固に接着固定され機械的強度に優れたラーメン接合が得
られる。 (8)頭部がナット状に形成されているので、電気式工
具を用いることにより、短時間に強固な接合を得ること
ができる。As described above, the connector according to the fourth and fifth embodiments and the column, the beam and the girder according to the sixth embodiment using the same.
According to the bonding apparatus and the bonding method and the like, in addition to the operation of the first to third embodiments have the following effects. (1) Since a spiral member such as a spring is externally fitted to the body of the connector and the connector and the spiral strip member are inserted into the connector insertion portion, when the adhesive is injected into the hollow portion of the connector. to, along a helical member between the peripheral wall of the outer peripheral surface and the bonding instrument insertion portion of the connectors from the discharge port of the connectors can be substantially uniformly filled with an adhesive, column prevents filling unevenness of the adhesive, the beam And structural members such as girders . (2) Since the spiral member is externally fitted to the body of the connector,
The spiral member is buried in the joint insertion portion with an adhesive, and the joint serves as a reinforcing material, and can improve the shearing, tensile stress, etc. of the joint between structural members such as columns, beams, and girders. it can. (3) The joining tool has a head side trunk member having a head at one end and a junction at the other end, an intermediate trunk member having a trunk joint at both ends, and a junction at one end. Tip with tip at the other end
Because it has a side barrel member, and by bonding the respective members at each junction, the bonding tool can be formed, the number of the intermediate portion body member for joining the bonding tool of any Adjustable to length. (4) The joining tool is a head- side trunk member, an intermediate trunk member, and a distal end portion.
Because it is divided into side body member, in forming the hollow portion, it is possible to form the hollow portion of the connectors by forming a unit shorter hollow section lengths for each member, in particular, the tip When the discharge port is formed on the part side, the hollow part can be easily formed. (5) The joint is inserted into the joint insertion portion, and the adhesive is filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion, and the column, the beam, and the girder are filled.
Due to the Tightened fixing the structural members to each other etc., connectors is head side cylinder member, the intermediate portion body member, if it is formed by joining the tip side barrel member, connect the respective parts are bonded Coated with an agent, and can improve the strength of the connector. (6) the discharge port of the adhesive is formed on the distal end side body portion material connectors, since the air vent is formed on the discharge port side opposite (distal), reliably prevents filling unevenness of the adhesive Columns, beams,
Structural members such as girders can be joined together. (7) Since the front end of the joint is formed in a screw shape, each structural member such as a pillar, a beam, or a girder can be pulled and firmly tightly fixed simply by screwing the joint to the bottom. Furthermore,
Each structural member such as a column, a beam, a girder, and the connector are firmly adhered and fixed via the adhesive, so that a rigid frame connection having excellent mechanical strength can be obtained. (8) Since the head is formed in a nut shape, a strong joint can be obtained in a short time by using an electric tool.
【0057】(実施の形態7,8)本発明の実施の形態
7における接合具について、以下図面を用いて説明す
る。図6は実施の形態7における接合具の全体斜視図で
ある。尚、実施の形態1又は5と同様のものには同一の
符号を付して説明を省略する。図中、40は実施の形態
7におけるステンレス等の金属製の接合具、41は胴部
2の一端に形成された頭部、41aは平面状に形成され
た頭部41の端面である。ここで、接合具40の中空部
6′は接合具40の先端部3側まで形成され、吐出口
8′は中空部6′の端部に形成される。 [0057] The connectors of the embodiment 7 (Embodiment 7, 8) the invention will be described with reference to the drawings. FIG. 6 is an overall perspective view of the connector according to the seventh embodiment. Note that the same components as those in the first or fifth embodiment are denoted by the same reference numerals, and description thereof is omitted. In the figure, reference numeral 40 denotes a metal fitting such as stainless steel according to the seventh embodiment, reference numeral 41 denotes a head formed at one end of the body 2, and reference numeral 41a denotes an end face of the head 41 formed in a planar shape. Here, the hollow portion 6 'of the joint 40 is formed up to the distal end portion 3 side of the joint 40, and the discharge port 8' is formed at the end of the hollow portion 6 '.
【0058】以上のように構成された実施の形態7の接
合具40を用いて、以下、実施の形態8における木造建
築物の柱、梁、桁等の接合装置について、図面を用いて
説明する。図7は実施の形態8における土台の柱、梁、
桁等の構造部材の接合装置を示す要部側面断面図であ
る。尚、実施の形態3又は6と同様のものには同一の符
号を付して説明を省略する。図中、42は土台の構造部
材、43は縦構造部材10と構造部材42の当接面、4
4は縦構造部材10の外周壁部から当接面43に対して
傾斜角度αを有して構造部材42に胴部2の長さよりも
長くかつ接合具40の長さよりも所定長さ短く穿孔され
た接合具挿入部、44aは接合具挿入部44の底部、4
5は接合具挿入部44の開口部側に接合具挿入部44に
連通して縦構造部材10に穿孔された空気抜き部、46
は接合具挿入部44の開口部に接合具挿入部44と直交
して縦構造部材10に穿設された座部、47は座部46
の開口側に埋設され表面が縦構造部材10の外周壁面と
略面一に形成された埋設材(封止体)、47aは接合具
40の注入口7に嵌脱自在に嵌合され注入口7を封止す
る突起部である。 [0058] Using the connectors 40 of the seventh configured performed as described above, following column wooden structure according to the eighth embodiment, the beams, the bonding apparatus of digits such as, with reference to the accompanying drawings . FIG. 7 shows a base pillar, a beam,
It is a principal part side sectional drawing which shows the joining apparatus of structural members, such as a girder . The same components as those in the third or sixth embodiment are denoted by the same reference numerals, and the description is omitted. In the figure, 42 is a structural member of the base, 43 is a contact surface between the vertical structural member 10 and the structural member 42,
4 pierces the structural member 42 from the outer peripheral wall of the vertical structural member 10 to the contact surface 43 at an inclination angle α longer than the length of the body 2 and shorter than the length of the joint 40 by a predetermined length. The connector insertion portion 44a is a bottom portion of the connector insertion portion 44, 4
5 is an air vent formed on the opening side of the connector insertion part 44 and communicated with the connector insertion part 44 and perforated in the vertical structural member 10;
Is a seat formed in the vertical structure member 10 at right angles to the opening of the connector insertion portion 44 at the opening of the connector insertion portion 44, and 47 is a seat 46.
An embedding material (sealing body) 47a, which is buried on the opening side and whose surface is formed substantially flush with the outer peripheral wall surface of the vertical structural member 10, is fitted and removably fitted into the injection port 7 of the connector 40. 7 is a projection for sealing 7.
【0059】尚、傾斜角度αとしては、30°≦α≦6
0°で形成される。傾斜角度αが30°よりも小さくな
るにつれ接合具挿入部44の位置が縦構造部材10の当
接面43側に近づき、大きな外力に対して縦構造部材1
0が破損し易くなる傾向が有り、傾斜角度αが60°よ
りも大きくなるにつれ接合具40の長さが長くなり、接
着剤を浪費する傾向が有り、いずれも好ましくない。ま
た、接合具挿入部44の直径としては、接合具40の頭
部41aの直径の1/4倍〜3/4倍で、かつ、胴部2
の直径より4mm〜12mm大きい直径で形成される。
接合具40の頭部41aの直径の1/4倍より小さくな
るにつれ接合具40の頭部41aと接合具挿入部44と
の外径の差が大きくなり過ぎ頭部41aが突出する傾向
が有り、頭部41aの直径の3/4倍より大きくなるに
つれ頭部41aと接合具挿入部44との外径の差が小さ
くなり過ぎ頭部41aから接着剤が漏れ易くなる傾向が
有り、また、胴部2の直径との差が4mmより小さくな
るにつれ接合具挿入部44と接合具40の胴部2との間
での接着剤の流動性に欠ける傾向が有り、胴部2の直径
との差が12mmより大きくなるにつれ必要以上に接着
剤を要す傾向が有り、いずれも好ましくない。 [0059] As the inclination angle α, 30 ° ≦ α ≦ 6
It is formed at 0 °. As the inclination angle α becomes smaller than 30 °, the position of the connector insertion portion 44 approaches the contact surface 43 side of the vertical structural member 10, and the vertical structural member 1 receives a large external force.
0 tends to be easily broken, and as the inclination angle α becomes larger than 60 °, the length of the joint 40 increases, and the adhesive tends to be wasted. The diameter of the connector insertion portion 44 is 1 / to / times the diameter of the head 41 a of the connector 40 and the body 2
And 4 mm to 12 mm larger than the diameter of
As the diameter of the head 41a of the joint 40 becomes smaller than 1 / times the diameter of the head 41a of the joint 40, the difference in outer diameter between the head 41a of the joint 40 and the insertion part 44 becomes too large, and the head 41a tends to protrude. As the diameter of the head 41a becomes larger than / times the diameter of the head 41a, the difference in outer diameter between the head 41a and the connector insertion portion 44 becomes so small that the adhesive tends to leak from the head 41a. As the difference from the diameter of the body 2 becomes smaller than 4 mm, there is a tendency that the fluidity of the adhesive between the connector insertion portion 44 and the body 2 of the connector 40 tends to be lacking. As the difference becomes larger than 12 mm, there is a tendency that an adhesive is required more than necessary, and neither is preferable.
【0060】以上のように構成された実施の形態8の
柱、梁、桁等の接合装置について、以下その接合方法を
説明する。まず、挿入部形成工程において、縦構造部材
10を起重機等で持ち上げて縦構造部材10と構造部材
42を当接面43で当接させ、縦構造部材10の外周壁
部から当接面43に対して傾斜角度αを有して構造部材
42の所定部まで接合具挿入部44を穿孔する。次い
で、接合具挿入部44の開口部側に、縦構造部材10の
外周壁部から接合具挿入部44に連通した空気抜き部4
5を穿設する。尚、これらの挿入部形成工程は、建築物
の建築現場で行うこともできるが、予め工場でプレカッ
ト方式等で形成しておくこともできる。 [0060] constructed embodiment 8 as described above
Columns, beams, the bonding apparatus of digits such as, hereinafter will be described the bonding method. First, in the insertion portion forming step, the vertical structural member 10 is lifted by a hoist or the like to bring the vertical structural member 10 and the structural member 42 into contact at the contact surface 43, and from the outer peripheral wall of the vertical structural member 10 to the contact surface 43. The connector insertion portion 44 is pierced to a predetermined portion of the structural member 42 with an inclination angle α. Next, on the opening side of the connector insertion portion 44, the air vent portion 4 communicating with the connector insertion portion 44 from the outer peripheral wall of the vertical structural member 10.
5 is drilled. Note that these insertion portion forming steps can be performed at a building site of a building, but can also be formed in advance at a factory by a pre-cut method or the like.
【0061】次に、固定工程において、接合具40に螺
旋状部材31を外嵌して接合具40と螺旋状部材31
を、縦構造部材10の外周壁部から接合具挿入部44に
挿入して接合具40の先端部3を接合具挿入部44の底
部44aに打設して縦構造部材10と構造部材42を固
定する。次に、緊結固定工程において、実施の形態3又
は6と同様に、接合具40の注入口7から中空部6′に
接着剤を注入し、接合具40の胴部2や先端部3の外周
面と接合具挿入部44の周壁間に接着剤を充填しながら
空気抜き部45から接着剤が一部流出するまで接着剤を
注入して、縦構造部材10と構造部材42を緊結固定す
る。次いで、埋設材47の突起部47aを接合具44の
注入口7に嵌合して注入口7を封止する。 Next, in the fixing step, the bonding tool 40 a spiral member 31 in the connectors 40 fitted to the spiral member 31
Is inserted into the connector insertion portion 44 from the outer peripheral wall of the vertical structural member 10, and the distal end portion 3 of the connector 40 is driven into the bottom portion 44 a of the connector insertion portion 44 so that the vertical structural member 10 and the structural member 42 are joined together. Fix it. Next, in the fastening and fixing step, similarly to the third or sixth embodiment, an adhesive is injected into the hollow portion 6 ′ from the injection port 7 of the joint 40, and the outer periphery of the body 2 and the distal end 3 of the joint 40. The vertical structure member 10 and the structure member 42 are tightly fixed by filling the space between the surface and the peripheral wall of the connector insertion portion 44 with the adhesive until the adhesive partially flows out from the air vent portion 45. Next, the projection 47a of the embedding material 47 is fitted into the injection port 7 of the connector 44 to seal the injection port 7.
【0062】以上のように実施の形態7における接合具
及びそれを用いた実施の形態8における柱、梁、桁等の
接合装置並びに接合方法によれば、実施の形態1乃至6
の作用に加えて、以下の作用を有する。 (1)接合具を柱、梁、桁等の構造部材の当接面に対し
て傾斜角度αを有して挿入しているため、鉛直荷重に対
する変形に耐えることができ、構造部材同士の接合力を
向上できる。 (2)接合具挿入部の開口部に座部を穿設しているた
め、接合具の頭部が柱、梁、桁等の表面から大きく突出
することを防止でき外観を向上できる。 (3)座部の開口側に埋設材を埋設しているため、接合
具の頭部が露出するのを防止でき火災時等に柱、梁、桁
等の炭化皮膜により接合具を火災の高温から守ることが
できるとともに、接合具を介して外部の熱を内部に伝え
るのを防止でき安全性を向上することができる。 (4)埋設材を柱、梁、桁等の外周壁面と略同一にして
いるため、柱、梁、桁等の外観を向上できる。 (5)埋設材が、注入口に嵌合される突起部を有してい
るため、突起部を注入口に嵌合して注入口を封止するこ
とができ、特に、粘度の極めて低い接着剤や硬化に長時
間を要す接着剤を使用した場合でも、注入口から接着剤
が漏れるのを防止できる。 (6)接着剤の吐出口が接合具の先端部側に形成され、
空気抜き部が吐出口と反対側(遠方側)に形成されてい
るため、接着剤の充填ムラを防ぎ確実に柱、梁、桁等の
構造部材同士を接合できる。 Pillar of connectors and the eighth embodiment using the same [0062] in the embodiment 7 as described above, the beam, according to the joining apparatus and method of bonding digits such as to embodiment 1 6
In addition to the action described above, the following action is provided. (1) Since the connector is inserted with an inclination angle α to the contact surface of a structural member such as a column, a beam or a girder , it can withstand deformation due to a vertical load, and join the structural members. Power can be improved. (2) Since the seat is formed in the opening of the connector insertion portion, the head of the connector can be prevented from protruding significantly from the surface of a pillar, a beam, a girder or the like , and the appearance can be improved. (3) Since the buried material is buried on the opening side of the seat, it is possible to prevent the head of the connector from being exposed, so that columns, beams and girders can be used in the event of fire, etc.
Such a carbonized film can protect the joint from the high temperature of a fire, and can prevent external heat from being transmitted to the inside through the joint, thereby improving safety. (4) the potting material columns, beams, because of the substantially identical to the outer peripheral wall surface of the girder or the like, it improved columns, beams, the appearance of the digits, and the like. (5) Since the buried material has a projection fitted to the injection port, the projection can be fitted to the injection port to seal the injection port, and in particular, an adhesive having a very low viscosity. Even when an agent or an adhesive requiring a long time for curing is used, it is possible to prevent the adhesive from leaking from the injection port. (6) A discharge port for the adhesive is formed on the tip end side of the joining tool,
Since the air vent portion is formed on the opposite side (far side) from the discharge port, it is possible to prevent uneven filling of the adhesive and to reliably join structural members such as columns, beams, and girders .
【0063】(実施の形態9)本発明の実施の形態7の
接合具を用いた実施の形態9における柱、梁、桁等の接
合装置について、以下図面を用いて説明する。図8は実
施の形態9における柱、梁、桁等の継手接合装置を示す
要部側面断面図であり、図9は実施の形態9における
柱、梁、桁等の継手接合装置を示す要部平面断面図であ
る。尚、実施の形態1乃至8と同様のものには同一の符
号を付して説明を省略する。図中、10aは縦構造部材
10の当接面に形成された凹部、50A,50Bは桁等
の横架構造部材、50aは横架構造部材50A,50B
の端面外周壁部の上面から下面に渡って形成された切欠
部、51aは縦構造部材10と横架構造部材50Aの当
接面、51bは縦構造部材10と横架構造部材50Bの
当接面、52a,52bは横架構造部材50A,50B
の外周壁部から当接面51a,51bに対して傾斜角度
αを有して縦構造部材10を貫通して横架構造部材50
B,50Aの所定部まで穿孔された接合具挿入部、52
cは接合具挿入部52a,52bの底部、53a,53
bは接合具挿入部52a,52bの開口部側に接合具挿
入部52a,52bに連通して横架構造部材50A,5
0Bに穿孔された空気抜き部、54は縦構造部材10の
凹部10aに固定部54aがボルト・ナット14dで固
定されたハラテック21(兼松日産農林株式会社製)等
の引寄せ金具を備えた接合金具、54bは固定部54a
に立設された立壁部、54cは立壁部54bに湾曲状に
形成された係合部、55は横架構造部材50A,50B
の切欠部50aに配設され円状に形成された回動部の偏
心位置に穿孔されたドリフトピン挿入孔に切欠部50a
の両側壁から貫通して挿入されたドリフトピン56で回
動自在に軸支された引寄せ金具、55aは引寄せ金具5
5の端部に二叉状に形成された操作部、55bは係合部
54cに回動自在に係合された回動部、55cは回動部
55bの偏心位置に穿孔されドリフトピン56が挿通さ
れるドリフトピン挿入孔である。尚、傾斜角度αとして
は、30°≦α≦60°で形成される。傾斜角度αが3
0°よりも小さくなるにつれ接合具挿入部52a,52
bの位置が横架構造部材50A,50Bの当接面51
a,51b側に近づき、大きな外力に対して横架構造部
材50A,50Bが破損し易くなる傾向が有り、傾斜角
度αが60°よりも大きくなるにつれ接合具40の長さ
が長くなる傾向が有り、いずれも好ましくない。 [0063] Column according to the ninth embodiment using connectors according to the seventh embodiment (Embodiment 9) The present invention, beams, the bonding apparatus of digits such as will be described with reference to the drawings. FIG. 8 is a side sectional view of a main part showing a joint joining apparatus for a column, a beam, a girder, etc. according to the ninth embodiment.
It is principal part sectional drawing which shows the joint joining apparatus of a column, a beam, a girder, etc. Note that the same components as those in Embodiments 1 to 8 are denoted by the same reference numerals, and description thereof is omitted. In the figure, 10a is a concave portion formed on the contact surface of the vertical structural member 10, 50A and 50B are horizontal structural members such as girders, and 50a is horizontal structural members 50A and 50B.
A notch formed from the upper surface to the lower surface of the outer peripheral wall portion of the end surface, 51a is a contact surface between the vertical structural member 10 and the horizontal structural member 50A, and 51b is a contact surface between the vertical structural member 10 and the horizontal structural member 50B. The surfaces 52a and 52b are horizontal structural members 50A and 50B.
From the outer peripheral wall of the vertical structural member 10 at an inclination angle α with respect to the abutment surfaces 51a, 51b.
B, a connector insertion portion perforated to a predetermined portion of 50A, 52
c is the bottom of the connector insertion portion 52a, 52b, 53a, 53
“b” communicates with the connector insertion portions 52a and 52b on the opening side of the connector insertion portions 52a and 52b, and connects the horizontal structural members 50A and 50b.
An air vent portion pierced at 0B is a joint fitting provided with a drawing fitting such as Haratech 21 (manufactured by Kanematsu Nissan Norin Co., Ltd.) in which a fixing portion 54a is fixed to a concave portion 10a of the vertical structural member 10 with a bolt / nut 14d. , 54b are fixed parts 54a
A vertical wall portion 54c, an engaging portion formed in the vertical wall portion 54b in a curved shape, and 55 a horizontal structural member 50A, 50B.
The notch 50a is formed in the drift pin insertion hole which is provided in the notch 50a and is formed at an eccentric position of the circular rotating part.
A pull-in bracket rotatably supported by a drift pin 56 inserted through both side walls of the pull-in, and 55a is a pull-in bracket 5
An operation portion 55 formed in a forked shape at the end of 5, a rotating portion 55b rotatably engaged with the engaging portion 54c, a 55c is bored at an eccentric position of the rotating portion 55b, and the drift pin 56 is formed. Drift pin insertion hole to be inserted. Note that the inclination angle α is formed so that 30 ° ≦ α ≦ 60 °. The inclination angle α is 3
As the angle becomes smaller than 0 °, the connector insertion portions 52a, 52
b is the contact surface 51 of the horizontal structural members 50A, 50B.
a, 51b, the transverse structural members 50A, 50B tend to be damaged by a large external force, and the length of the joint 40 tends to increase as the inclination angle α becomes larger than 60 °. Yes, neither is preferred.
【0064】以上のように構成された実施の形態9の
柱、梁、桁等の接合装置について、以下その接合方法を
説明する。まず、金具固定工程において、縦構造部材1
0の凹部10aに接合金具54の固定部54aをボルト
・ナット14dで螺着固定するとともに、横架構造部材
50A,50Bの当接面51a,51b側に接合金具5
4の立壁部54bが挿入される切欠部50aを外周壁部
から形成し、更に、引寄せ金具55を切欠部50aに配
設しドリフトピン56をドリフトピン挿入孔55cに挿
通して引寄せ金具55を横架構造部材50A,50Bに
各々軸支する。次いで、横架構造部材50A,50Bを
起重機等で持ち上げて縦構造部材10に固定された接合
金具54の立壁部54bを横架構造部材50A,50B
の切欠部50aに挿入するとともに、引寄せ金具55の
操作部55aを横架構造部材50A,50Bの上外周壁
部から突出させたまま係合部54cに引寄せ金具55の
回動部55bを係合し、縦構造部材10と横架構造部材
50A,50Bを接続する。次に、密接工程において、
引寄せ金具55の操作部55aを縦構造部材10側へ回
動して縦構造部材10と横架構造部材50A,縦構造部
材10と横架構造部材50Bの各々の当接面51a,5
1bを密接に当接する。 [0064] configured in the ninth embodiment as described above
Columns, beams, the bonding apparatus of digits such as, hereinafter will be described the bonding method. First, in the metal fitting fixing step, the vertical structural member 1
The fixing part 54a of the joint fitting 54 is screwed and fixed to the recess 10a of the No. 0 with a bolt / nut 14d, and the joint fitting 5 is attached to the contact surfaces 51a, 51b of the horizontal structural members 50A, 50B.
The notch 50a into which the upright wall portion 54b is inserted is formed from the outer peripheral wall portion. Further, the pull-in fitting 55 is disposed in the notch 50a, and the drift pin 56 is inserted through the drift pin insertion hole 55c to draw the pull-down fitting. 55 is supported by the horizontal structural members 50A and 50B, respectively. Next, the horizontal structural members 50A, 50B are lifted by a hoist or the like, and the standing wall portion 54b of the joint fitting 54 fixed to the vertical structural member 10 is moved to the horizontal structural members 50A, 50B.
Is inserted into the notch 50a, and the rotating part 55b of the pulling fitting 55 is inserted into the engaging part 54c while the operating part 55a of the pulling fitting 55 is projected from the upper outer peripheral wall of the horizontal structural members 50A, 50B. Engage to connect the vertical structural member 10 and the horizontal structural members 50A, 50B. Next, in the close process,
The operating portion 55a of the pulling fitting 55 is rotated toward the vertical structural member 10 to contact the respective contact surfaces 51a, 5a of the vertical structural member 10 and the horizontal structural member 50A, and the vertical structural member 10 and the horizontal structural member 50B.
1b is brought into close contact.
【0065】次に、挿入部形成工程において、横架構造
部材50A,50Bの外周壁部から当接面51a,51
bに対して傾斜角度αを有して縦構造部材10を貫通し
て横架構造部材50B,50Aの所定部まで接合具挿入
部52a,52bを穿孔する。次いで、接合具挿入部5
2a,52bの開口部側に、横架構造部材50A,50
Bの外周壁部から接合具挿入部52a,52bに連通し
た空気抜き部53a,53bを穿設する。尚、これらの
挿入部形成工程は、建築物の建築現場で行うこともでき
るが、予め工場でプレカット方式等で形成しておくこと
もできる。 Next, the insertion portion forming step, laterally placed structural members 50A, abutment surface 51a from the outer peripheral wall portion of 50B, 51
The connector insertion portions 52a and 52b are perforated to predetermined portions of the horizontal structural members 50B and 50A through the vertical structural member 10 at an inclination angle α with respect to b. Next, the connector insertion portion 5
2a, 52b, the horizontal structural members 50A, 50
Air vent portions 53a and 53b communicating with the connector insertion portions 52a and 52b are formed from the outer peripheral wall portion B. Note that these insertion portion forming steps can be performed at a building site of a building, but can also be formed in advance at a factory by a pre-cut method or the like.
【0066】次いで、固定工程において、接合具40を
横架構造部材50A,50Bの外周壁部から接合具挿入
部52a,52bに挿入して接合具40の先端部3を接
合具挿入部52a,52bの底部52cに打設して縦構
造部材10と横架構造部材50A,50Bを固定する。
次に、緊結固定工程において、実施の形態8と同様に、
接合具40の注入口7から中空部6′に接着剤を注入
し、接合具40の胴部2や先端部3の外周面と接合具挿
入部52a,52bの周壁間に接着剤を充填して、縦構
造部材10と横架構造部材50A,50Bを緊結固定す
る。次いで、埋設材47の突起部47aを接合具40の
注入口7に嵌合して注入口7を封止する。 [0066] Then, in the fixing step, laterally placed structure connectors 40 members 50A, joint instrument insertion portion 52a from the outer peripheral wall portion of the 50B, the connectors 40 is inserted into 52b tip 3 a joint instrument insertion portion 52a, The vertical structural member 10 and the horizontal structural members 50A and 50B are fixed by being cast on the bottom 52c of the 52b.
Next, in the fastening and fixing step, similarly to the eighth embodiment,
An adhesive is injected into the hollow portion 6 ′ from the injection port 7 of the connector 40, and the adhesive is filled between the outer peripheral surface of the body 2 and the tip 3 of the connector 40 and the peripheral walls of the connector insertion portions 52 a and 52 b. Then, the vertical structural member 10 and the horizontal structural members 50A, 50B are tightly fixed. Next, the projection 47a of the embedding material 47 is fitted into the injection port 7 of the connector 40 to seal the injection port 7.
【0067】以上のように実施の形態7における接合具
を用いた実施の形態9における柱、梁、桁等の接合装置
並びに接合方法によれば、実施の形態1乃至8の作用に
加えて、以下の作用を有する。 (1)接合具を桁等の横架構造部材の上方から接合具挿
入部に挿入して接合具挿入部の底部に打設するだけで、
容易に柱等の縦構造部材と桁等の横架構造部材を接合で
き、また、接合具が柱、梁、桁等の各構造部材に埋設さ
れ接合具が柱、梁、桁等の外周壁部に露出するのを防止
できる。 (2)柱等の縦構造部材に接合金具を固定し、柱等の縦
構造部材と桁等の横架構造部材を接合金具で接合した
後、更に、接合具で柱、梁、桁等の構造部材同士を緊結
固定でき構造部材同士を剛接合することができるととも
に、接合金具で柱等の縦構造部材と桁等の横架構造部材
を仮固定でき、接合具による接合作業性や接合精度を向
上できる。 (3)接合金具の引寄せ金具により、柱等の縦構造部材
と桁等の横架構造部材の当接面を密着でき、接合具の中
空部に接着剤を注入し接合具の外周面と接合具挿入部の
周壁間に接着材を充填した際に、接着剤が当接面から溢
れ出るのを防止できる。 (4)柱、梁、桁等の構造部材同士の当接面に対して傾
斜角度αを有して接合具を挿入しているため、鉛直荷重
に対する変形に耐えることができ、柱、梁、桁等の構造
部材同士の接合力を向上でき、特に、各接合具がクロス
状に挿着されているため、地震,風等の水平力により生
じる柱、梁、桁等の接合部の引張り,圧縮,曲げ、剪断
によって発生する上下左右からの荷重を各々の接合具の
偶力で打ち消すように有効に働き、剛性を向上できる。 Pillar of embodiment 9 with connectors [0067] in the embodiment 7 as described above, the beam, according to the joining device <br/> and joining method digits such as the action of the Embodiments 1 to 8 In addition to the above, it has the following action. (1) Simply insert the connector into the connector insertion portion from above the horizontal structural member such as a girder and drive it to the bottom of the connector insertion portion.
A vertical structural member such as a column and a horizontal structural member such as a girder can be easily joined, and a connecting member is embedded in each structural member such as a column, a beam and a girder, and the connecting member is an outer peripheral wall of a column, a beam and a girder. Exposure to the part can be prevented. (2) the connecting bracket on the vertical structural member is fixed such posts, after joining the longitudinal structural members and columns such laterally placed structural members pillars such as the joining fitting, further, pillars connectors, beam, digit etc. Structural members can be tightly fixed to each other, and the structural members can be rigidly joined to each other, and vertical structural members such as columns and horizontal structural members such as girders can be temporarily fixed by joining metal fittings. Can be improved. (3) The contact surface of the vertical structural member such as a pillar and the horizontal structural member such as a girder can be brought into close contact with each other by the pulling metal fitting of the bonding metal, and an adhesive is injected into a hollow portion of the bonding metal to make contact with the outer peripheral surface of the bonding metal. When the adhesive is filled between the peripheral walls of the connector insertion portion, the adhesive can be prevented from overflowing from the contact surface. (4) Since the connector is inserted at an inclination angle α with respect to the contact surface between the structural members such as columns, beams, and girders , it can withstand deformation due to a vertical load , and The joining force between structural members such as girders can be improved. In particular, since each joining tool is inserted in a cross shape, tensile strength of joints of columns, beams, girders, etc. caused by horizontal force such as earthquake, wind, etc. It works effectively so as to cancel the loads from the top, bottom, left and right generated by the compression, bending and shearing by the couple of each joint, and the rigidity can be improved.
【0068】(実施の形態10,11,12,13)本
発明の実施の形態10,11における接合具について、
以下図面を用いて説明する。図10(a)は実施の形態
10における先端部に螺子状部を有した接合具の全体斜
視図であり、図10(b)は実施の形態11における先
端部に螺子状部を有した接合具の全体斜視図である。
尚、実施の形態1乃至8と同様のものには同一の符号を
付して説明を省略する。図10(a)において、60は
実施の形態10におけるステンレス等の金属製で先端部
3′に螺子状部を有した接合具、61は胴部2の一端に
形成された頭部、61aは平面状に形成された頭部61
の端面、61bは端面61aに+状に切削された締付部
である。ここで、中空部6′は接合具60の先端部3′
側まで形成され、吐出口8′は中空部6′の先端部3′
側の端部と直交して穿設され中空部6′と連通して対称
位置に形成されている。図10(b)において、62は
実施の形態11におけるステンレス等の金属製で先端部
3′に螺子状部を有した接合具である。ここで、中空部
6は接合具62の頭部61側に形成され、吐出口8は頭
部61側に中空部6と直交して穿設され中空部6と連通
して対称位置に形成されている。 [0068] The connectors in the embodiments 10 and 11 (Embodiment 10, 11, 12, 13) present invention,
This will be described below with reference to the drawings. FIG. 10A is an overall perspective view of a connector having a screw portion at a distal end in the tenth embodiment, and FIG. 10B is a joint having a screw portion at a distal end in the eleventh embodiment. It is a whole perspective view of a tool.
Note that the same components as those in Embodiments 1 to 8 are denoted by the same reference numerals, and description thereof is omitted. In FIG. 10A, reference numeral 60 denotes a connector made of metal such as stainless steel in the tenth embodiment and having a threaded portion at the distal end 3 ', 61 denotes a head formed at one end of the body 2, and 61a denotes a head. Head 61 formed in a flat shape
An end face 61b is a fastening portion cut into the end face 61a in a + shape. Here, the hollow portion 6 'is formed at the distal end portion 3' of the connector 60.
And the discharge port 8 ′ is formed at the tip 3 ′ of the hollow portion 6 ′.
It is formed perpendicular to the end on the side and communicates with the hollow portion 6 'to form a symmetrical position. In FIG. 10B, reference numeral 62 denotes a connector made of metal such as stainless steel in the eleventh embodiment and having a threaded portion at the distal end 3 '. Here, the hollow portion 6 is formed on the head 61 side of the connector 62, and the discharge port 8 is formed on the head 61 side orthogonal to the hollow portion 6 and communicates with the hollow portion 6 to be formed at a symmetrical position. ing.
【0069】以上のように構成された実施の形態10,
11の接合具60,62を用いて、以下、実施の形態1
2における木造建築物の柱、梁、桁等の接合装置につい
て、図面を用いて説明する。図11は実施の形態12に
おける構造部材である登り梁と柱の仕口の接合装置を示
す要部側面断面図である。尚、実施の形態3乃至9と同
様のものには同一の符号を付して説明を省略する。図
中、63は柱等の縦構造部材、64a,64bは登り梁
等の構造部材、65aは縦構造部材63と構造部材64
aの当接面、65bは構造部材64aと構造部材64b
の当接面、66は縦構造部材63の外周壁部から当接面
65aに対して傾斜角度を有して接合具62の胴部2の
長さより長くかつ接合具62の全長より短く構造部材6
4aと略平行に構造部材64aの所定部まで穿孔された
接合具挿入部、66aは接合具挿入部66の底部、67
は構造部材64bの外周壁部から当接面65bに対して
傾斜角度を有して接合具60の胴部2の長さより長くか
つ接合具60の全長より短く構造部材64aと略平行に
構造部材64aの所定部まで穿孔された接合具挿入部、
67aは接合具挿入部67の底部、68aは接合具挿入
部66の底部66a側の接合具挿入部66に連通して構
造部材64aの上外周壁部に穿孔された空気抜き部、6
8bは接合具挿入部67の開口部側の接合具挿入部67
に連通して構造部材64bの上外周壁部に穿孔された空
気抜き部である。 [0069] Embodiment 10 configured performed as above,
Hereinafter, the first embodiment using the eleventh connector 60, 62 will be described.
The joining device for pillars, beams, girders, etc. of the wooden building in 2 will be described with reference to the drawings. FIG. 11 is a side sectional view of a main part showing a joining device of a connection between a climbing beam and a pillar, which is a structural member according to a twelfth embodiment. The same components as those in the third to ninth embodiments are denoted by the same reference numerals, and the description is omitted. In the figure, 63 is a vertical structural member such as a pillar, 64a and 64b are structural members such as climbing beams, and 65a is a vertical structural member 63 and a structural member 64.
The contact surface 65a is a structural member 64a and a structural member 64b.
The contact surface 66 has an inclination angle from the outer peripheral wall of the vertical structural member 63 to the contact surface 65a, and is longer than the length of the body 2 of the joint 62 and shorter than the entire length of the joint 62. 6
A connector insertion portion pierced to a predetermined portion of the structural member 64a substantially parallel to 4a, 66a is a bottom portion of the connector insertion portion 66, 67
Has a slant angle from the outer peripheral wall of the structural member 64b to the contact surface 65b, and is longer than the length of the body 2 of the connector 60 and shorter than the entire length of the connector 60 and substantially parallel to the structural member 64a. A connector insertion portion perforated to a predetermined portion of 64a,
67a is a bottom portion of the connector insertion portion 67, 68a is an air vent portion which is communicated with the connector insertion portion 66 on the bottom portion 66a side of the connector insertion portion 66 and is pierced in the upper outer peripheral wall portion of the structural member 64a.
8b is the connector insertion portion 67 on the opening side of the connector insertion portion 67.
And an air vent formed in the upper outer peripheral wall of the structural member 64b in communication with the air outlet.
【0070】次に、以上のように構成された実施の形態
10,11の接合具60,62を用いて、以下、実施の
形態13における木造建築物の柱、梁、桁等の接合装置
について、図面を用いて説明する。図12は実施の形態
13における構造部材である登り梁と柱の仕口の他の接
合装置を示す要部側面断面図である。尚、図11と同様
のものには同一の符号を付して説明を省略する。図中、
69は縦構造部材63の外周壁部から当接面65aに対
して直交して接合具62の胴部2の長さより長くかつ接
合具62の全長より短く構造部材64aの所定部まで穿
孔された接合具挿入部、69aは接合具挿入部69の底
部、68′aは接合具挿入部69の底部69a側の接合
具挿入部69に連通して構造部材64aの側面の外周壁
部に穿孔された空気抜き部、70は構造部材64a,6
4bの外周壁部から当接面65bに対して直交して接合
具62の胴部2の長さより長くかつ接合具62の全長よ
り短く構造部材64b,64aの所定部まで穿孔された
接合具挿入部、70aは接合具挿入部70の底部、68
cは接合具挿入部70の開口部側の接合具挿入部70に
連通して構造部材64bの外周壁部に穿孔された空気抜
き部である。以上のように構成された実施の形態12,
13の構造部材の接合方法は、実施の形態6と同様なの
で、説明を省略する。 Next, using the connectors 60 and 62 of the embodiment configured 10,11 as described above, following column wooden structure in Embodiment 13, the beams, the welding device of digits such as <<br/> will be described with reference to the drawings. FIG. 12 is a side cross-sectional view of a main part showing another joining device of a connection between a climbing beam and a pillar, which is a structural member according to the thirteenth embodiment. Note that the same components as those in FIG. 11 are denoted by the same reference numerals, and description thereof is omitted. In the figure,
69 is perforated from the outer peripheral wall of the vertical structural member 63 to the predetermined portion of the structural member 64a, which is orthogonal to the contact surface 65a and longer than the length of the body 2 of the joint 62 and shorter than the entire length of the joint 62. The connector insertion portion, 69a is the bottom of the connector insertion portion 69, and 68'a is pierced in the outer peripheral wall of the side surface of the structural member 64a in communication with the connector insertion portion 69 on the bottom 69a side of the connector insertion portion 69. The air vent portion 70 is a structural member 64a, 6
4b, which is perpendicular to the contact surface 65b, is longer than the length of the body 2 of the connector 62 and shorter than the entire length of the connector 62, and is inserted into a predetermined portion of the structural members 64b, 64a. Part, 70a is the bottom part of the connector insertion part 70, 68
c is an air vent portion which is communicated with the connector insertion portion 70 on the opening side of the connector insertion portion 70 and is perforated in the outer peripheral wall of the structural member 64b. The twelfth embodiment configured as described above,
The method of joining the thirteenth structural members is the same as in the sixth embodiment, and a description thereof will not be repeated.
【0071】以上のように実施の形態10,11におけ
る接合具を用いた実施の形態12,13における柱、
梁、桁等の接合装置並びに接合方法によれば、実施の形
態1乃至9の作用に加えて、以下の作用を有する。 (1)接合具を柱、梁、桁等の構造部材の当接面に対し
て傾斜角度を有して構造部材と略平行に挿入しているた
め、鉛直荷重に対する変形に耐えることができ、柱、
梁、桁等の構造部材同士の接合力を向上できるととも
に、接合具が柱、梁、桁等の外周壁部から露出するのを
防止できる。 (2)従来施工が困難であった登り梁も接合具で極めて
容易に仕口接合できるとともに、接合具で剛接合とする
ことができるため建築物の間口(スパン)を広げること
ができる。 (3)接合具を柱、梁、桁等の上外周壁部から下方に傾
斜して挿入する場合、接合具の吐出口が接合具の先端部
側に形成されているとともに、吐出口と反対側(遠方
側)に空気抜き部が形成され、また、接合具を柱、梁、
桁等の下外周壁部から上方に傾斜して挿入する場合、接
合具の吐出口が接合具の頭部側に形成されているととも
に、吐出口と反対側(遠方側)に空気抜き部が形成され
ているため、接着剤の充填ムラを防ぎ確実に柱、梁、桁
等の構造部材同士を緊結固定できる。 (4)接合具挿入部の開口側を埋設材で埋設することに
より、接合具が露出するのを防止でき、火災時等に柱、
梁、桁等の炭化皮膜により接合具を火災の高温から守る
ことができ安全性を向上することができるとともに、埋
設材を柱、梁、桁等の外周壁面と略面一にしているた
め、柱、梁、桁等の外観を向上できる。 [0071] above the pillar in the embodiment 12 and 13 using the connectors in the embodiment 10, 11,
According to the joining device and the joining method for beams, girders, and the like , the following operations are provided in addition to the operations of the first to ninth embodiments. (1) Since the connector is inserted substantially parallel to the structural member at an inclined angle with respect to the contact surface of the structural member such as a column, a beam, or a girder , it can withstand deformation due to a vertical load. Pillar,
The joining force between the structural members such as the beam and the girder can be improved, and the connector can be prevented from being exposed from the outer peripheral wall portion of the column, the beam and the girder . (2) A climbing beam, which was conventionally difficult to construct, can be joined very easily with a joint, and the joint can be rigidly joined, so that the frontage (span) of a building can be widened. (3) When the connector is inserted obliquely downward from the upper outer peripheral wall of a pillar, a beam, a girder, etc. , the discharge port of the connector is formed at the tip end side of the connector and is opposite to the discharge port. side air vent is formed in the (far side), also pillars connectors, beams,
When inserting upward from the lower outer peripheral wall of the spar etc., the outlet of the connector is formed on the head side of the connector, and an air vent is formed on the opposite side (far side) from the outlet. because it is reliably pillars prevent the filling unevenness of the adhesive, the beam, girder
And other structural members can be tightly fixed. (4) By embedding the opening side of the joint insertion portion with an embedding material, it is possible to prevent the joint from being exposed, and to prevent the joint from being exposed in a fire or the like .
Since the joints can be protected from the high temperature of fire by the carbonized coating of the beams and girders, the safety can be improved, and the buried material is almost flush with the outer peripheral wall surfaces of the columns, beams, girders, etc. The appearance of columns, beams, girders, etc. can be improved.
【0072】(実施の形態14,15,16)本発明の
実施の形態14,15における接合具について、以下図
面を用いて説明する。図13(a)は実施の形態14に
おける接合具の全体斜視図であり、図13(b)は実施
の形態15における接合具の要部断面全体斜視図であ
る。尚、実施の形態1又は2と同様のものには同一の符
号を付して説明を省略する。図13(a)において、8
0は実施の形態14におけるステンレス等の金属製の接
合具、81は胴部2の一端面に胴部2と同軸状に突設固
定された最大外径が胴部2の外径より小径で表面が螺子
状の先端部、81aは先端部81の尖鋭端部である。図
13(b)において、82は実施の形態15におけるス
テンレス等の金属製の接合具、83は胴部2の一端面に
着脱自在に胴部2と同軸状に突設され最大外径が胴部2
の外径より小径で端部に尖鋭端部81aを有した棒状体
からなる先端部、83aは先端部83の胴部2側端部に
形成された雄螺子部、84は胴部2の一端面に形成され
雄螺子部83aが螺着される雌螺子部である。ここで、
中空部6は接合具80,82の頭部5側に形成され、吐
出口8は頭部5側に中空部6と直交して穿設され中空部
6と連通して対称位置に形成されている。また、実施の
形態14,15では、胴部2の直径を12mm〜18m
m,先端部81,83の基部側(胴部2側)の直径を4
mm〜7mmに形成している。 [0072] The connectors in the embodiments 14 and 15 (Embodiment 14, 15, 16) the present invention will be described with reference to the drawings. FIG. 13A is an overall perspective view of the connector according to the fourteenth embodiment, and FIG. 13B is an overall perspective view of a main part of the connector according to the fifteenth embodiment. Note that the same components as those in the first or second embodiment are denoted by the same reference numerals, and description thereof is omitted. In FIG. 13A, 8
Reference numeral 0 denotes a metal fitting such as stainless steel according to the fourteenth embodiment. Reference numeral 81 denotes a maximum outer diameter fixed to one end surface of the body 2 coaxially with the body 2 so that the maximum outer diameter is smaller than the outer diameter of the body 2. A tip portion having a screw-shaped surface, and 81 a is a sharp end portion of the tip portion 81. In FIG. 13B, reference numeral 82 denotes a metal connector such as stainless steel in the fifteenth embodiment, and reference numeral 83 denotes a detachably protruding coaxially with the body 2 at one end surface of the body 2 and has a maximum outer diameter of the body. Part 2
A tip portion made of a rod-shaped body having a smaller diameter than the outer diameter and having a sharp end portion 81a at the end portion, 83a is a male screw portion formed at the end portion of the tip portion 83 on the trunk portion 2 side, and 84 is one end of the trunk portion 2. It is a female screw part formed on the end face and screwed with the male screw part 83a. here,
The hollow portion 6 is formed on the head 5 side of the joints 80 and 82, and the discharge port 8 is formed on the head 5 side at right angles to the hollow portion 6 and communicates with the hollow portion 6 to form symmetrical positions. I have. In the fourteenth and fifteenth embodiments, the diameter of the body 2 is 12 mm to 18 m.
m, the diameter of the base portion side (the trunk portion 2 side) of the distal end portions 81 and 83 is 4
mm to 7 mm.
【0073】以上のように構成された実施の形態14の
接合具80を用いて、以下、実施の形態16における木
造建築物の柱、梁、桁等の接合装置について、図面を用
いて説明する。図14は実施の形態16における柱、
梁、桁等の構造部材間の仕口の接合装置を示す要部側面
断面図である。尚、実施の形態3と同様のものには同一
の符号を付して説明を省略する。ここで、横架構造部材
11は、ラミナと呼ばれる薄い単板(例えば、厚さ約3
5mm)を張り重ねて製造された集成材を用いている。
また、実施の形態16では、接合具挿入部15として
は、接合具挿入部15の中心が横架構造部材11の上外
周壁部から約54mmの位置になるように形成してい
る。以上のように構成された実施の形態16の柱、梁、
桁等の接合装置の接合方法は、金具固定工程を有してい
ない、実施の形態3の柱、梁、桁等の接合装置の接合方
法と同様なので、説明を省略する。尚、実施の形態16
では、実施の形態14の接合具80を用いた場合の柱、
梁、桁等の接合装置を説明したが、実施の形態15の接
合具82を用いた場合も実施の形態16と同様に柱、
梁、桁等の構造部材同士を接合することができる。ここ
で、実施の形態15の接合具82を用いる場合、接合具
82は、雄螺子部83aを雌螺子部84に螺着して先端
部83を胴部2に接続して使用される。Using the connector 80 of the fourteenth embodiment configured as described above, a device for joining columns, beams, girders, etc. of a wooden building in the sixteenth embodiment will be described below with reference to the drawings. . FIG. 14 shows a pillar according to the sixteenth embodiment.
It is a principal part side sectional view which shows the joining apparatus of the connection between structural members , such as a beam and a girder . Note that the same components as those in the third embodiment are denoted by the same reference numerals, and description thereof is omitted. Here, the horizontal structural member 11 is a thin single plate called lamina (for example, having a thickness of about 3).
5 mm) is used.
In the sixteenth embodiment, the connector insertion portion 15 is formed such that the center of the connector insertion portion 15 is located at a position approximately 54 mm from the upper outer peripheral wall of the horizontal structural member 11. The columns, beams, and beams according to the sixteenth embodiment configured as described above .
Method for joining bonding apparatus digits, etc., does not have a metal fixing step, the pillar of the third embodiment, the beam, the same as the joining method for joining apparatus digit such, the description thereof is omitted. Embodiment 16
Then, a column in the case of using the connector 80 of the fourteenth embodiment ,
Although the joining device of the beam, the girder, etc. has been described, the column,
Structural members such as beams and girders can be joined together. Here, when using the joint 82 of the fifteenth embodiment, the joint 82 is used by screwing the male screw portion 83a to the female screw portion 84 and connecting the distal end portion 83 to the body portion 2.
【0074】以上のように実施の形態14,15におけ
る接合具を用いた実施の形態16における柱、梁、桁等
の接合装置並びに接合方法によれば、実施の形態1乃至
13の作用に加えて、以下の作用を有する。 (1)接合具の先端部が、胴部の一端面に突設され、接
合具の先端部の最大外径が胴部の外径より小さく形成さ
れているので、接合具挿入部を集成材からなる積層され
た桁等の横架構造部材の外周壁部側に形成した際や、該
接合具が接合具挿入部に斜めに挿入された際等に、該接
合具の先端部により桁等の横架構造部材内が押し広げら
れて横架構造部材の外周壁面(表面)のラミナの積層が
剥がれ浮き上がったり表面に割れが発生するのを防止で
きる。 (2)接合具の先端部の最大外径が胴部の外径より小径
に形成されているので、先端部が桁等の横架構造部材を
押し広げる力を小さくすることができ、横架構造部材が
集成材からなる場合にも、該接合具による接合時に横架
構造部材の外周壁面に割れが発生するのを防止できる。 (3)接合具の先端部を胴部に着脱自在に形成した場
合、柱、梁、桁等の材質等に応じて先端部のみを交換す
ることができ、該接合具の使用性や汎用性を向上でき
る。 [0074] above the pillar in the embodiment 16 with connectors of the embodiment 14, the beams, according to the joining apparatus and method of bonding digits such <br/>, embodiment 1 to 13 In addition to the action described above, it has the following action. (1) The distal end of the connector is protruded from one end surface of the body, and the maximum outer diameter of the distal end of the connector is formed smaller than the outer diameter of the body. When formed on the outer peripheral wall side of a horizontal structural member such as a laminated girder made of, for example, when the jig is obliquely inserted into the jig insertion portion, the girder is formed by the tip of the jig. Of the laminar structure on the outer peripheral wall surface (surface) of the lateral structural member can be prevented from being peeled off and floating or cracking on the surface. (2) Since the maximum outer diameter of the distal end of the connector is smaller than the outer diameter of the body, the force at which the distal end pushes the horizontal structural member such as a girder can be reduced, and Even when the structural member is made of laminated wood, it is possible to prevent the occurrence of cracks on the outer peripheral wall surface of the horizontal structural member at the time of joining by the joining tool. (3) When the tip of the joint is detachably formed on the body, only the tip can be replaced according to the material of the column, beam, girder, etc. , and the usability and versatility of the joint Can be improved.
【0075】[ 0075 ]
【発明の効果】以上のように本発明における接合具によ
れば、以下の優れた効果を実現できる。請求項1に記載
の発明によれば、 (1)木材間や集成材間若しくは木材と集成材同士、又
は、木材と石材やコンクリート等の部材同士を接合する
際に、接合する柱、梁、桁等の部材に接合具を挿入する
挿入部を形成して接合具を挿入部に挿入し、接合具の先
端部を挿入部の底部に打設又は螺着するだけで、各部材
同士を接合することができ、簡単な装置で部材同士の接
合が容易にできる。 (2)接合具の長手方向に中空部を備えているとともに
中空部に連通して穿設された接着剤の吐出口を備えてい
るため、注入口から中空部に接着剤を注入することによ
り吐出口から接合具の外周面及び接合具が挿入された
柱、梁、桁等の部材の挿入部の周壁間に接着剤を充填す
ることができ、部材同士を容易に緊結でき接合作業性に
優れるとともに、接着剤で部材同士を緊結できるため、
高い接合力を得ることができ剛接合できる。 (3)複数の接合具を用いて部材同士を接合する場合、
接合具の胴部等の外径を小さくすることができ、部材の
断面欠損を減少させ部材の強度低下を防止でき、柱、
梁、桁等の剛性を向上できる。 (4)柱、梁、桁等の部材に形成された接合具を挿入す
る挿入部に金属製等の高強度部材からなる接合具が接着
剤で埋設固定されるため、高剪断,高張力の剛接合を維
持でき接合強度に優れる。 (5)柱、梁、桁等の部材同士をコの字状の箱金物やフ
ック状の金物等の接合金具で接合した後に各部材に挿入
部を形成して該接合具を挿入するとともに、挿入部の底
部に接合具の先端部を打設又は螺着し、接合具の中空部
に接着剤を注入して部材同士を緊結固定することがで
き、接合金具を用いて部材同士の仮固定ができ部材同士
を正確に接合でき部材同士の当接面を密着させ接着剤の
漏れを防止でき、また、接合金具の接合強度を有してい
るため該接合具の小型化が図れるとともに、該接合具で
部材の伸縮を吸収し接合金具のガタつきを防止でき、部
材同士の剪断,張力等の接合強度を著しく向上させるこ
とができ接合強度に優れる。 (6)柱、梁、桁等の部材に接合具を挿入する挿入部を
形成するだけで該接合具を挿入して部材同士を固定でき
るため、コの字状の箱金物やフック状の金物等の接合金
具で構造部材を接合している既存建屋にも該接合具を挿
入し部材を接合することができ、既存建屋の耐震補強や
耐震性等に優れた増築もでき該接合具の汎用性に優れ
る。 (7)先端部に螺子状部を有している場合、該接合具を
部材の挿入部に挿入して挿入部の底部に先端部をねじ込
むことができるため、柱、梁、桁等の部材同士の当接面
を密着させることができ、部材同士の当接面から接着剤
が漏れるのを防止でき、部材同士の接合に接合金具を用
いない場合でも、部材同士を確実に密着して接合でき接
合精度に優れる。 (8)接合具の胴部にスプリング等の螺旋状部材を外嵌
した場合、接合具の中空部に接着剤を注入した際に、接
合具の吐出口から吐出される接着剤を、接合具の外周面
及び接合具が挿入された部材の挿入部の周壁間で螺旋状
部材に沿って略均等に充填することができ、部材同士を
確実に緊結でき接合力の信頼性に優れるとともに、接着
剤のショートパスを防ぎ充填ムラが生じるのを防ぐこと
ができ、粘度の大きい接着剤を容易に使用でき施工作業
性に優れる。 (9)接合具の胴部に螺旋状部材を外嵌しているため、
接着剤で螺旋状部材が埋設され補強材としての役割を果
たし、部材同士の接合部の剪断,引張り応力等を向上さ
せ耐久性を向上でき安全性に優れる。 (10)胴部の外径より大きくかつ頭部の外径と同一若
しくは小さい外径で形成された首部を備えた場合、接合
具を挿入した部材の挿入部と接合具の胴部の間に略均一
な隙間を確保することができ、胴部に形成された吐出口
から吐出される接着剤を胴部の外周面と胴部が挿入され
た挿入部の周壁間の隙間に略均等に充填することができ
部材同士を確実に緊結でき接合力の信頼性に優れる。 (11)特に、首部の外径を接合具を挿入する挿入部と
略同一にした場合、胴部の外周面と挿入部の周壁間に充
填された接着剤が頭部側から溢れ出るのを防止でき接合
作業性を向上できる。As described above, according to the connector of the present invention, the following excellent effects can be realized. According to the invention as set forth in claim 1, (1) when joining between members such as between wood and laminated wood, between wood and laminated wood, or between wood and members such as stone and concrete , Forming an insertion part for inserting the connector into a member such as a girder , inserting the connector into the insertion part, and driving or screwing the tip of the connector to the bottom of the insertion part, joining the members together The members can be easily joined with a simple device . (2) Since the connector has a hollow portion in the longitudinal direction and has a discharge port for the adhesive that is formed so as to communicate with the hollow portion, the adhesive is injected into the hollow portion from the injection port. Outer peripheral surface of connector and connector are inserted from discharge port
Adhesive can be filled between the peripheral walls of the insertion portions of the members such as columns, beams, girders, etc., and the members can be easily bonded to each other, and the joining workability is excellent.
High joining force can be obtained and rigid joining can be achieved. (3) When joining members using a plurality of joining tools,
It is possible to reduce the outer diameter of the body and the like of the joint, reduce the cross-sectional loss of the member and prevent the strength of the member from being reduced ,
The rigidity of beams, girders, etc. can be improved. (4) Since a connector made of a high-strength member such as a metal is embedded and fixed with an adhesive in an insertion portion for inserting a connector formed on a member such as a column, a beam, a girder, etc. Rigid joint can be maintained and joint strength is excellent. (5) After joining members such as pillars, beams, and girders with joints such as U-shaped box hardware and hook-shaped hardware, an insertion portion is formed in each member to insert the joint, and The tip of the connector is driven or screwed into the bottom of the insertion portion, and an adhesive is injected into the hollow portion of the connector so that the members can be tightly fixed to each other. The members can be accurately joined together, the contact surfaces of the members can be in close contact with each other to prevent leakage of the adhesive, and the joining strength of the joining metal can be reduced, so that the joining can be downsized. The joining tool can absorb the expansion and contraction of the members, prevent rattling of the joining metal fittings, and can significantly improve the joining strength of the members, such as shearing and tension, and are excellent in joining strength. (6) The U-shaped box hardware or the hook-shaped metal can be inserted by inserting the connector into the members such as columns, beams, and girders, and fixing the members together. It can also be inserted into existing buildings where structural members are joined with joining metal fittings, etc., and joined together, and can be added to existing buildings with excellent seismic reinforcement and seismic resistance. Excellent in nature. (7) If a screw-like portion at the tip, it is possible to screw the tip in the bottom portion of the insertion portion by inserting the bonding tool to the insertion portion of the member, columns, beams, members of digits such as The contact surfaces of the members can be brought into close contact with each other, so that the adhesive can be prevented from leaking from the contact surfaces of the members. Excellent bonding accuracy. ( 8 ) When a spiral member such as a spring is externally fitted to the body of the connector, when the adhesive is injected into the hollow portion of the connector, the adhesive discharged from the discharge port of the connector is connected to the connector. Can be filled almost uniformly along the spiral member between the outer peripheral surface of the member and the peripheral wall of the insertion portion of the member into which the connector has been inserted. Short path of the agent can be prevented and filling unevenness can be prevented, and an adhesive having a high viscosity can be easily used, and the workability is excellent. ( 9 ) Since the spiral member is externally fitted to the body of the connector,
The spiral member is buried with an adhesive and functions as a reinforcing material, and the shearing and tensile stress at the joint between the members is improved, the durability is improved, and safety is excellent. ( 10 ) In the case where a neck formed with an outer diameter that is larger than the outer diameter of the torso and equal to or smaller than the outer diameter of the head is provided, between the insertion portion of the member into which the jig is inserted and the torso of the jig. A substantially uniform gap can be secured, and the gap between the outer peripheral surface of the body and the peripheral wall of the insertion portion where the body is inserted is almost uniformly filled with the adhesive discharged from the discharge port formed in the body. The members can be securely tied to each other, and the reliability of the joining force is excellent. ( 11 ) In particular, when the outer diameter of the neck portion is substantially the same as the insertion portion for inserting the connector, the adhesive filled between the outer peripheral surface of the trunk portion and the peripheral wall of the insertion portion overflows from the head side. Can be prevented and joining workability can be improved.
【0076】請求項2に記載の発明によれば、請求項1
の効果に加えて、 (12)接合具の先端部の最大外径が、胴部の外径より
小さく形成されているので、該接合具を挿入する挿入部
を部材の表面側に形成した際や、該接合具が部材の挿入
部に斜めに挿入された際に、該接合具の先端部により部
材の表面に割れ等が発生するのを防止でき、部材の強度
を低下させることなく該接合具で部材同士を接合でき
る。 (13)先端部が胴部より細く形成されているので、該
接合具を集成材に打設又は螺着した際に、先端部が部材
を押し広げる力を小さくすることができ、ラミナと呼ば
れる薄い単板を張り重ねて製造された集成材を該接合具
で接合する場合にも、集成材表面のラミナが剥がれた
り、部分的に浮き上がったり、割れたりするのを防止で
き、該接合具を種々の部材に使用することができ、該接
合具の汎用性を向上できる。 (14)先端部を胴部に着脱自在に突設した場合、該接
合具で接合する部材や部材の材質等に応じて先端部のみ
を交換することができ、該接合具の利便性や汎用性を向
上できる。 [0076] According to the invention described in claim 2, claim 1
In addition to the effect of ( 12 ), since the maximum outer diameter of the distal end portion of the connector is formed smaller than the outer diameter of the trunk portion, the insertion portion for inserting the connector is formed on the surface side of the member. Also, when the connector is obliquely inserted into the insertion portion of the member, it is possible to prevent cracks or the like from occurring on the surface of the member due to the tip of the connector, and to perform the bonding without reducing the strength of the member. The members can be joined together with a tool. ( 13 ) Since the tip is formed thinner than the trunk, when the joining tool is driven or screwed into the laminated wood, the force by which the tip pushes and spreads the member can be reduced, which is called lamina. Also in the case where the glued laminated lumber manufactured by laminating thin veneers is joined with the joining tool, it is possible to prevent the lamina on the surface of the glued wood from peeling, partially rising or cracking. It can be used for various members, and the versatility of the connector can be improved. ( 14 ) When the distal end portion is detachably protruded from the body portion, only the distal end portion can be replaced according to the material to be joined by the joining tool or the material of the member, and the convenience and general-purpose use of the joining tool Performance can be improved.
【0077】請求項3に記載の発明によれば、請求項1
又は2の効果に加えて、 (15)接合具の胴部が、頭部側胴部材と中間部胴部材
と先端部側胴部材とを備えているため、柱、梁、桁等の
各部材を各接合部で接合して連結することにより、該接
合具を形成できるとともに、接合する中間部胴部材の数
により該接合具の長さを任意に変更することができ、汎
用性に優れる。 (16)特に、先端部側に吐出口を形成する場合、頭部
側胴部材,中間部胴部材,先端部側胴部材の各々に各単
位中空部を形成して先端部側胴部材の単位中空部に連通
した吐出口を形成することができ、該接合具の中空部を
単位中空部毎に形成することができ、中空部を容易に形
成することができ該接合具の生産性を向上できる。 [0077] According to the invention described in claim 3, claim 1
Or in addition to the second effect, (15) the body of the connectors is, since a head side cylinder member and the intermediate portion body member and the distal end portion side body member, columns, beams, digits such as < By joining and connecting each member at each joint, the joint can be formed, and the length of the joint can be arbitrarily changed depending on the number of intermediate body members to be joined. Excellent versatility. ( 16 ) In particular, when forming the discharge port on the tip end side, the head
Side body member, the intermediate portion body member, it is possible to form a discharge port which communicates with the unit hollow portion of forming each unit hollow portion on each of the distal end side barrel member distal end side barrel member, said joint The hollow part of the fitting can be formed for each unit hollow part, and the hollow part can be easily formed, so that the productivity of the connector can be improved.
【0078】請求項4に記載の発明によれば、請求項1
乃至3の効果に加えて、 (17)注入口に嵌合される突起部を有した封止体を備
えているため、注入口から中空部へ接着剤を注入した
後、注入口に突起部を嵌合して注入口を封止することが
でき、粘度の極めて低い接着剤や硬化に長時間を要す接
着剤を使用した場合でも、注入口から接着剤が漏れるの
を確実に防止できるともに、接合具の頭部の外観を向上
できる。 [0078] According to the invention described in claim 4, claim 1
In addition to the effects of (1) to ( 3 ), (17) Since the sealing body having the projection fitted into the injection port is provided, after the adhesive is injected from the injection port into the hollow portion, the projection is inserted into the injection port. Can be used to seal the inlet, and even if an adhesive with extremely low viscosity or an adhesive that requires a long time to cure is used, it is possible to reliably prevent the adhesive from leaking from the inlet. In both cases, the appearance of the joint head can be improved.
【0079】以上のように本発明における接合具を用い
た柱、梁、桁等の接合装置によれば、以下の優れた効果
を実現できる。請求項5に記載の発明によれば、 (18)柱、梁、桁等に形成された接合具挿入部に接合
具を挿入するとともに、接合具の先端部を接合具挿入部
の底部に打設又は螺着することにより、柱、梁、桁等の
構造部材同士を容易に接合することができ接合作業性に
優れる。 (19)接合具の中空部に接着剤を注入することによ
り、接合具の吐出口から接着剤を吐出して接合具の外周
面と接合具挿入部の周壁間に接着剤を充填して柱、梁、
桁等の構造部材同士を確実に緊結固定することができ
る。 (20)機械的強度が著しく高い接合具を柱、梁、桁等
の各構造部材に埋設して構造部材同士を緊結しているた
め、木材の伸縮を接着剤で吸収することができ柱、梁、
桁等の構造部材間のガタが生じ難いとともに、構造部材
の曲げ、引張り、圧縮、剪断等に対する抵抗力を向上で
き、建築物の剛性に優れる。 (21)接合具が柱、梁、桁等に埋設されているととも
に、接合具の外周面が接着剤で被覆されているため、接
合具が酸化等するのを防止でき接合具の耐久性を向上で
き接合具の安全性に優れる。 (22)接合具を柱、梁、桁等に打設又は螺着して柱、
梁、桁等の構造部材同士を接合し、更に、接合具の外周
面と接合具挿入部の周壁間に接着剤を充填して構造部材
同士を緊結しているため、柱、梁、桁等の構造部材同士
を剛接合することができ接合強度に優れる。 (23)一階に車庫等の大口の間口を設けることが従来
の軸組工法による木造建築では困難であったが、接合部
が接合具と接着剤で強固に接合されたラーメン構造とな
るので、建築物の間口(スパン)を著しく広げることが
でき、筋交いや耐力壁を要さず、柱のない車庫や店舗の
形成ができ、特に、1階に車庫を有し車庫の上方に部屋
等を有した3階建て住宅の建設時に、本発明における
柱、梁、桁等の接合構造により柱のない大口の間口を高
い安全率で形成することができ、従来のように1階だけ
を鉄筋構造にする必要もなく、建築作業性の向上や工期
の短縮ができる。 (24)接合具を柱、梁、桁等の当接面に対して所定の
傾斜角度を有して挿入した場合、鉛直荷重に対する変形
に耐えることができ、柱、梁、桁等の構造部材同士の剛
性をより向上でき、建築物の強度を著しく向上できる。 (25)柱、梁、桁等の構造部材間でクロス状になるよ
うに接合具挿入部を形成した場合、接合具を挿入するだ
けで構造部材同士を保持でき、更に、接合具を固定し接
着剤を注入することにより、極めて機械的強度に優れた
接合ができる。 [0079] above the column using connectors of the present invention, the beam, according to the bonding apparatus of digits like it can realize the following excellent effects. According to the fifth aspect of the present invention, (18) a connector is inserted into a connector insertion portion formed on a pillar, a beam, a girder, or the like, and a tip end of the connector is hit on a bottom portion of the connector insertion portion. By providing or screwing, structural members such as columns, beams, and girders can be easily joined together, and the joining workability is excellent. (19) by injecting an adhesive to the hollow portion of the connectors, the pillars are filled with an adhesive between the peripheral wall of the outer peripheral surface and the bonding instrument insertion portion of the connectors by discharging the adhesive from the discharge port of the connectors , Beams,
Structural members such as girders can be securely fastened and fixed. (20) Connecting devices with extremely high mechanical strength such as columns, beams, girders, etc.
Since it is embedded in each structural member and tightly connects the structural members, the expansion and contraction of wood can be absorbed with an adhesive ,
It is possible to prevent rattling between structural members such as girders and to improve the resistance of the structural members to bending, tension, compression, shearing, and the like, and to enhance the rigidity of the building. (21) Since the joint is embedded in a pillar, a beam, a girder, and the like, and the outer peripheral surface of the joint is covered with an adhesive, it is possible to prevent the joint from being oxidized and the like, and to reduce the durability of the joint. Can be improved and the safety of the connector is excellent. (22) The joint is driven or screwed into a pillar, beam, girder, etc.
Since structural members such as beams and girders are joined together, and furthermore, an adhesive is filled between the outer peripheral surface of the jig and the peripheral wall of the jig insertion portion to tightly join the structural members, so that columns, beams, girders, etc. excellent structural members each other in the bonding strength can be rigidly joined. (23) Although it was difficult to provide a large frontage such as a garage on the first floor in the wooden construction by the conventional framing method, the joint becomes a rigid frame structure which is firmly joined with a joint and an adhesive. , The frontage (span) of the building can be significantly widened, and there is no need for bracing or load-bearing walls, and garages and stores without pillars can be formed. In particular, there is a garage on the first floor and rooms above the garage When constructing a three-storey house having
With a joint structure of columns, beams, girders, etc., a large frontage without columns can be formed with a high safety factor, and it is not necessary to make only the first floor a reinforcing bar structure as in the past, improving construction workability and construction period Can be shortened. (24) connectors of the columns, beams, when inserted with a predetermined inclination angle with respect to the contact surface of the girder or the like, can withstand variations to the vertical load, columns, beams, structural members of digits such as The rigidity between the members can be further improved, and the strength of the building can be significantly improved. (25) When the connector insertion portion is formed so as to be cross-shaped between structural members such as columns, beams, and girders , the structural members can be held by merely inserting the connector, and further, the connector is fixed. By injecting the adhesive, bonding with extremely excellent mechanical strength can be performed.
【0080】請求項6に記載の発明によれば、請求項5
の効果に加えて、 (26)柱、梁、桁等に接合具挿入部に連通して穿孔さ
れた空気抜き部を備えているため、柱、梁、桁等の種類
にもよるが、接合具の中空部に接着剤を注入する際に、
中空部内や接合具挿入部内の空気が空気抜き部から排出
されて接着剤がスムーズに接合具の外周面と接合具挿入
部の周壁間に充填でき施工作業性に優れる。 (27)接着剤注入時に空気抜き部から接着剤が溢れ出
るのを確認することで、接合具の外周面と接合具挿入部
の周壁間に接着剤が十分満たされたことを確認でき、確
実に接着剤を充填でき接着剤による柱、梁、桁等の緊結
固定の信頼性に優れる。 [0080] According to the invention described in claim 6, claim 5
In addition to the effects (26) columns, beams, due to the provision of an air vent drilled in communication with the connectors inserted portion to the digit or the like, columns, beams, depending on the type of digits such as, connectors When injecting adhesive into the hollow part of
The air in the hollow portion and the connector insertion portion is discharged from the air vent portion, and the adhesive can be smoothly filled between the outer peripheral surface of the connector and the peripheral wall of the connector insertion portion, so that the workability is excellent. (27) By confirming that the adhesive overflows from the air vent portion at the time of injecting the adhesive, it is possible to confirm that the adhesive is sufficiently filled between the outer peripheral surface of the joint and the peripheral wall of the joint insertion portion, and it is ensured that It can be filled with an adhesive and has excellent reliability in fixing columns, beams, girders, etc. with the adhesive.
【0081】請求項7に記載の発明によれば、請求項5
又は6の効果に加えて、 (28)接合具挿入部の開口部に穿設された接合具挿入
部と直交する座部を有しているため、接合具の頭部が
柱、梁、桁等の表面から大きく突出することを防止でき
外観を向上できるとともに、接合具挿入部の開口側に埋
設材を埋設することにより、接合具の頭部が露出するの
を防止でき、火災時等に柱、梁、桁等の炭化皮膜により
接合具を火災の高温から守ることができ安全性に優れ、
また、接合具を介して外部の熱が柱、梁、桁等の内部に
伝わるのを防止でき安全性に優れる。 (29)埋設材を柱、梁、桁等の外周壁面と略面一にす
ることにより、柱、梁、桁等の外観を向上できる。 [0081] According to the invention described in claim 7, claim 5
Or (28) In addition to the effect of ( 6 ), since the connector has a seat perpendicular to the connector insertion portion drilled in the opening of the connector insertion portion, the head of the connector is
It can be prevented from protruding greatly from the surface of pillars, beams, girders, etc. and can improve the appearance, and by embedding the burying material at the opening side of the joint insertion part, it is possible to prevent the head of the joint from being exposed In case of fire, the joints can be protected from the high temperature of fire by carbonized coating of pillars, beams, girders, etc.
In addition, it is possible to prevent external heat from being transmitted to the inside of a column, a beam, a girder, or the like via the joint, and thus, it is excellent in safety. (29) pillars potting material, beams, by the outer peripheral wall surface substantially flush with the digit or the like can be improved columns, beams, the appearance of the digits, and the like.
【0082】請求項8に記載の発明によれば、請求項5
乃至7の効果に加えて、 (30)接合金具の固定部を一方の柱、梁、桁等の構造
部材の当接面に固定するとともに、立壁部に形成された
係合部に他方の構造部材を係合することにより、構造部
材同士を接合することができ、接合具による構造部材の
接合時に柱、梁、桁等の構造部材を正確に接合でき接合
精度に優れるとともに、接合作業性に優れる。 (31)接合金具で柱、梁、桁等の構造部材同士の仮固
定ができるとともに、構造部材同士の当接面を略密着で
きるため、接合具の外周面と接合具挿入部の周壁間に接
着剤を充填した際に、当接面から接着剤が漏れるのを防
止でき接合作業性に優れる。 (32)接合金具と接合具で柱、梁、桁等の各構造部材
を緊結固定できるため、接合金具で接合具への集中力を
分散させることができ該接合具の小型化が図れるととも
に、該接合具で柱、梁、桁等の伸縮を吸収して接合金具
のガタつきを防止でき、接合金具と接合具で柱、梁、桁
等の構造部材同士の剪断,張力等の接合強度を著しく向
上させることができ接合強度に優れ、筋交いや耐力壁を
使用せずに柱のない車庫や店舗等の建築物の間口(スパ
ン)を著しく広げることができ、特に、1階に車庫を有
し車庫の上方に部屋等を有した3階建て住宅の建設時に
も、高い安全率で大口の間口を形成することができ、従
来のように1階だけを鉄筋構造にする必要もなく、建築
作業性の向上や工期の短縮ができる。 [0082] According to the invention described in claim 8, claim 5
In addition to the effects of ( 7 ), (30) the fixing part of the joining fitting is fixed to the contact surface of the structural member such as one of the columns, beams, and girders, and the other part is fixed to the engaging part formed on the upright wall part. By engaging the members, the structural members can be joined together, and when joining the structural members with the joining tool, the structural members such as columns, beams, and girders can be joined accurately, and the joining accuracy is excellent, and the joining workability is improved. Excellent. (31) Since the structural members such as pillars, beams, and girders can be temporarily fixed by the metal fittings, and the contact surfaces of the structural members can be substantially adhered to each other, between the outer peripheral surface of the metal fitting and the peripheral wall of the metal fitting insertion portion. When the adhesive is filled, it is possible to prevent the adhesive from leaking from the abutting surface, and the joining workability is excellent. (32) Since each structural member such as a column, a beam, and a girder can be tightly fixed with the joint and the joint, the concentration of the concentration on the joint can be dispersed by the joint and the joint can be reduced in size. pillars the joint member, the beam, absorbs the expansion and contraction of the digit or the like can be prevented from rattling of the joint fitting, pillars connecting bracket and connectors, beam, girder
The joint strength of structural members such as shear and tension can be significantly improved, and the joint strength is excellent, and the frontage of buildings such as garages and stores without pillars without using braces or load-bearing walls can be used. It can be remarkably widened, and particularly when a three-story house having a garage on the first floor and a room above the garage is constructed, a large frontage can be formed with a high safety factor. In addition, it is not necessary to use only the first floor with a reinforcing bar structure, so that construction workability can be improved and the construction period can be shortened.
【0083】請求項9に記載の発明によれば、請求項5
乃至7の効果に加えて、 (33)引寄せ金具を回動することにより、柱、梁、桁
等の構造部材同士を密接に当接面で当接することがで
き、接合具挿入部に挿入固定した接合具に接着剤を注入
した際に当接面から接着剤が漏れるのを確実に防止でき
るとともに、柱、梁、桁等の構造部材同士を密接して接
合でき接合精度に優れる。 [0083] According to the invention described in claim 9, claim 5
(33) In addition to the effects of ( 7 ), (33) By rotating the pulling bracket, columns, beams, and girders
And other structural members can be brought into close contact with the contact surface, and the adhesive can be reliably prevented from leaking from the contact surface when the adhesive is injected into the joint inserted and fixed in the joint insertion portion. At the same time, structural members such as columns, beams, and girders can be closely joined to each other, and the joining accuracy is excellent.
【0084】以上のように本発明における接合具を用い
た柱、梁、桁等の接合方法によれば、以下の優れた効果
を実現できる。請求項10に記載の発明によれば、 (34)柱、梁、桁等の構造部材に接合具挿入部を形成
し、接合具挿入部に接合具を挿入して接合具の先端部を
接合具挿入部の底部に打設又は螺着するだけで、各構造
部材を固定することができ、接合作業性に優れる。 (35)柱、梁、桁等の構造部材を順に組み立てること
ができ、建設現場で直接各構造部材を接合することがで
き、工場や他の場所で組上げる必要がないとともに、く
み上げた構造部材を運搬する手間を省くことができ、建
築にかかる工程を著しく削減でき、工期を短縮できる。 (36)接合具の中空部に接着剤を注入するだけで柱、
梁、桁等の各構造部材を確実に緊結固定でき柱、梁、桁
等構造部材の接合作業性や信頼性に優れる。 [0084] above the column using connectors of the present invention, the beam, according to the joining method of the digits, etc., it can be realized following excellent effects. According to the tenth aspect of the present invention, (34) a joint insertion portion is formed in a structural member such as a column, a beam, or a spar, and a joint is inserted into the joint insertion portion to join a distal end portion of the joint. Each structural member can be fixed simply by being driven or screwed into the bottom of the tool insertion portion, and the joining workability is excellent. (35) Structural members such as pillars, beams, and girders can be assembled in order, and each structural member can be directly joined at a construction site. There is no need to assemble in a factory or other places. The time and effort required for transporting the building can be reduced, the number of construction steps can be significantly reduced, and the construction period can be shortened. (36) A pillar can be obtained simply by injecting an adhesive into the hollow portion of the joint .
Columns, beams, and girders can securely fasten and fix each structural member, such as beams and girders
Excellent bonding workability and reliability of the isostructural member.
【0085】請求項11に記載の発明によれば、請求項
10の効果に加えて、 (37)一方の柱、梁、桁等の構造部材の当接面に接合
金具を固定し他方の構造部材を接合金具に係合するだけ
で構造部材同士を接合して仮固定することができ、仮固
定後に接合具で構造部材同士を緊結固定でき、他部所の
構造部材の接合作業性や他部所の接合部との調節等の整
合作業性に優れるとともに、柱、梁、桁等を順に組み立
てることができ組立作業性に優れ、また、建築物全体の
組立精度に優れる。 (38)柱、梁、桁等の各構造部材を正確に接合させる
ことができ、また、接合金具と接合具で柱、梁、桁等の
各構造部材の接合時の剪断,張力等の接合強度に優れ
る。 [0085] According to the invention described in claim 11, claim
In addition to the effect of 10 , (37) The structural members are joined only by fixing the joint to the contact surface of one of the structural members such as columns, beams, and girders and engaging the other structural member with the joint. It is possible to temporarily fix the structural members with the joining tool after the temporary fixing, and it is excellent in the workability of joining the structural members in other places and the adjustment workability such as adjustment with the joints in the other places. , Columns, beams, girders, etc. , can be assembled in order, so that the assembling workability is excellent and the assembling accuracy of the whole building is excellent. (38) Each structural member such as a column, a beam, and a girder can be accurately joined. Further, shearing at the time of joining each structural member such as a column, a beam, and a girder with a joining fitting and a joining tool can be performed. Excellent bonding strength such as tension.
【0086】請求項12に記載の発明によれば、請求項
10の効果に加えて、 (39)柱、梁、桁等の構造部材同士を当接面で確実に
密接に当接することができ、接合具挿入部に挿入固定し
た接合具に接着剤を注入した際に、当接面から接着剤が
漏れるのを確実に防止できるとともに、柱、梁、桁等の
構造部材同士を確実に密着でき接合精度に優れる。 [0086] According to the invention described in claim 12, claim
In addition to the effects of 10 , (39) The structural members such as columns, beams, and girders can be securely and closely contacted with each other on the contact surface, and the adhesive is injected into the joint inserted and fixed in the joint insertion portion. In this case, the adhesive can be reliably prevented from leaking from the contact surface, and the structural members such as columns, beams, and girders can be securely adhered to each other, and the bonding accuracy is excellent.
【図面の簡単な説明】[Brief description of the drawings]
【図1】(a)実施の形態1における接合具の全体斜視
図 (b)実施の形態2における先端部に螺子状部を有した
接合具の全体斜視図FIG. 1A is an overall perspective view of a connector according to a first embodiment. FIG. 1B is an overall perspective view of a connector having a threaded portion at a distal end according to a second embodiment.
【図2】実施の形態3における柱、梁、桁等の構造部材
間の仕口の接合装置を示す要部側面断面図FIG. 2 is a side cross-sectional view of a main part showing a device for joining a connection between structural members such as columns, beams, and girders according to a third embodiment;
【図3】実施の形態3における柱、梁、桁等の構造部材
間の仕口の接合装置を示す要部平面断面図FIG. 3 is a cross-sectional plan view of a main part showing a device for joining a joint between structural members such as columns, beams, and girders according to a third embodiment;
【図4】(a)実施の形態4における先端部に螺子状部
を有した接合具の全体斜視図 (b)実施の形態5における分割式の接合具の要部分解
全体斜視図FIG. 4A is an overall perspective view of a connector having a threaded portion at a distal end in the fourth embodiment. FIG. 4B is an exploded overall perspective view of a main part of a split-type connector in the fifth embodiment.
【図5】実施の形態6における抱き柱の構造部材の接合
装置を示す要部側面断面図FIG. 5 is a diagram illustrating joining of structural members of a holding pillar according to the sixth embodiment.
Side view of the main part showing the device
【図6】実施の形態7における接合具の全体斜視図FIG. 6 is an overall perspective view of a connector according to a seventh embodiment.
【図7】実施の形態8における土台の柱、梁、桁等の接
合装置を示す要部側面断面図FIG. 7 is a side sectional view of a main part showing a joining device for a pillar, a beam, a girder, or the like of a base in the eighth embodiment.
【図8】実施の形態9における柱、梁、桁等の継手接合
装置を示す要部側面断面図FIG. 8 shows joints of columns, beams, girders and the like according to the ninth embodiment.
Side view of the main part showing the device
【図9】実施の形態6における柱、梁、桁等の継手接合
装置を示す要部平面断面図FIG. 9 shows joints of columns, beams, girders, and the like according to the sixth embodiment.
Principal section sectional view showing the device
【図10】(a)実施の形態10における先端部に螺子
状部を有した接合具の全体斜視図 (b)実施の形態11における先端部が螺子状部を有し
た接合具の全体斜視図10A is an overall perspective view of a connector having a threaded portion at the distal end in the tenth embodiment. FIG. 10B is an overall perspective view of a connector having a threaded portion at the distal end in the eleventh embodiment.
【図11】実施の形態12における構造部材である登り
梁と柱の仕口の接合装置を示す要部側面断面図FIG. 11 is a side cross-sectional view of a main part showing a joining device of a connection between an ascending beam and a column, which is a structural member according to a twelfth embodiment.
【図12】実施の形態13における構造部材である登り
梁と柱の仕口の他の接合装置を示す要部側面断面図FIG. 12 is a side cross-sectional view of a main part showing another joining device of a connection between a climbing beam and a column, which is a structural member according to the thirteenth embodiment.
【図13】(a)実施の形態14における接合具の全体
斜視図 (b)実施の形態15における接合具の要部断面全体斜
視図13A is an overall perspective view of a connector according to a fourteenth embodiment. FIG. 13B is an overall perspective view of an essential part of the connector according to the fifteenth embodiment.
【図14】実施の形態16における柱、梁、桁等の構造
部材間の仕口の接合装置を示す要部側面断面図FIG. 14 is a side cross-sectional view of a main part showing a device for joining a joint between structural members such as columns, beams, and girders according to the sixteenth embodiment.
【図15】(a)3階建て住宅の1階平面図 (b)3階建て住宅の2階平面図 (c)3階建て住宅の3階平面図15A is a plan view of a three-story house, FIG. 15B is a plan view of a three-story house, and FIG.
【符号の説明】 1,9,20,22,40,60,62,80,82
接合具 2,26 胴部 3,3′,81,83 先端部 3a,81a 尖鋭端部 4 首部 5,21,41,61 頭部 5a,41a,61a 端面 5b,61b 締付部 6,6′ 中空部 6a,6b,6c 単位中空部 7 注入口 8,8′吐出口 10,63 縦構造部材 10a 凹部 11,11′,50A,50B 横架構造部材 11a 係合ボルト 11b,50a 切欠部 12,10′,42,64a,64b 構造部材 13a,13b,27a,27b,27c,43,51
a,51b,65a,65b 当接面 14,54 接合金具 14a,54a 固定部 14b,54b 立壁部 14c,54c 係合部 14d ボルト・ナット 15,16,28,29,44,52a,52b,6
6,67,69,70接合具挿入部 15a,16a,28a,29a,44a,52c,6
6a,67a,69a,70a 底部 17,30a,30b,45,53a,53b,68
a,68b,68c 空気抜き部 23 頭部側胴部材 23a,25a 接合部 24 中間部胴部材 24a,24b 胴接合部 25 先端部側胴部材 31 螺旋状部材 46 座部 47 埋設材(封止体) 47a 突起部 55 引寄せ金具 55a 操作部 55b 回動部 55c ドリフトピン挿入孔 56 ドリフトピン 83a 雄螺子部 84 雌螺子部 90a,90b 柱 91 耐力壁 92 車庫 92a 間口[Description of Signs] 1,9,20,22,40,60,62,80,82
Joiner 2,26 Trunk 3,3 ', 81,83 Tip 3a, 81a Sharp end 4 Neck 5,21,41,61 Head 5a, 41a, 61a End face 5b, 61b Tightening part 6,6' Hollow part 6a, 6b, 6c Unit hollow part 7 Inlet 8, 8 'Discharge port 10, 63 Vertical structural member 10a Concave part 11, 11', 50A, 50B Horizontal structural member 11a Engagement bolt 11b, 50a Notch part 12, 10 ', 42, 64a, 64b Structural members 13a, 13b, 27a, 27b, 27c, 43, 51
a, 51b, 65a, 65b Contact surface 14, 54 Joint fitting 14a, 54a Fixing part 14b, 54b Standing wall part 14c, 54c Engaging part 14d Bolt / nut 15, 16, 28, 29, 44, 52a, 52b, 6
6, 67, 69, 70 Connector insertion portions 15a, 16a, 28a, 29a, 44a, 52c, 6
6a, 67a, 69a, 70a Bottom part 17, 30a, 30b, 45, 53a, 53b, 68
a, 68b, 68c air vent 23 head side body member 23a, 25a junction 24 intermediate unit body member 24a, 24b trunk joint 25 tip side barrel member 31 helical member 46 seat 47 potting material (sealing body 47a Projecting portion 55 Pulling fitting 55a Operating portion 55b Rotating portion 55c Drift pin insertion hole 56 Drift pin 83a Male screw portion 84 Female screw portion 90a, 90b Column 91 Bearing wall 92 Garage 92a Frontage
Claims (13)
に形成された尖鋭状若しくはその表面に螺子状部を有し
た先端部と、c.前記胴部の他端に形成され端面に膨出
面や平面等からなる打込部若しくは+状,−状,六角形
状等の切削部や突起部を備えた膨出状や平面状,ナット
状,逆台錐状等からなる締付部を有した頭部と、d.前
記胴部の略軸心の長手方向に形成された中空部と、e.
前記頭部の前記端面から前記中空部に連通した接着剤の
注入口と、f.前記胴部の外周面から前記中空部に連通
して穿設された1乃至複数の接着剤の吐出口と、を備え
ていることを特徴とする接合具。1. A method comprising: a. A rod-shaped body, b. A sharp end formed at one end of the body, or a tip having a threaded portion on its surface; c. A swelling shape, a flat shape, a nut shape, and a punched portion formed at the other end of the body portion and having a swelling surface or a flat surface at the end surface thereof, or a cutting portion or a protruding portion such as a +,-, or hexagonal shape. A head having a fastening portion having an inverted frustum shape or the like; d. A hollow portion formed substantially in the longitudinal direction of the axis of the body, e.
An injection port for an adhesive communicating from the end face of the head to the hollow portion; f. A connector comprising: one or a plurality of adhesive discharge ports formed so as to communicate with the hollow portion from the outer peripheral surface of the trunk portion.
部と同軸状に突設固定又は着脱自在に前記胴部と同軸状
に突設され、前記先端部の最大外径が前記胴部の外径よ
り小さいことを特徴とする請求項1に記載の接合具。2. The front end portion is provided on one end surface of the body portion so as to protrude coaxially with the body portion or is coaxially protruded from the body portion so as to be fixed or detachable. The connector according to claim 1, wherein the outer diameter of the body is smaller than the outer diameter of the body.
に接合部を有した頭部部材と、両端に胴接合部を有した
1又は2以上の胴部材と、一端に接合部を有し他端に前
記先端部を有した先端部材と、を備えていることを特徴
とする請求項1又は2に記載の接合具。3. A body member having the head at one end and a joint at the other end, one or more body members having a body joint at both ends, and one end at one end. 3. The connector according to claim 1, further comprising: a distal end member having a joint portion and having the distal end portion at the other end. 4.
旋状部材、及び/又は、前記胴部の前記頭部側端部に前
記胴部の外径より大きくかつ前記頭部の外径と同一若し
くは小さい外径で形成された首部、を備えていることを
特徴とする請求項1乃至3の内いずれが1項に記載の接
合具。4. A helical member such as a spring externally fitted to the torso, and / or an outer diameter of the torso at the head end of the torso which is larger than an outer diameter of the torso. The joint according to any one of claims 1 to 3, further comprising a neck formed with an outer diameter equal to or smaller than that of the joint.
封止体を備えていることを特徴とする請求項1乃至4の
内いずれか1項に記載の接合具。5. The connector according to claim 1, further comprising a sealing body having a projection fitted into the injection port.
された接合具と、所定の当接面で当接される横架構造部
材や縦構造部材等の2以上の構造部材と、前記構造部材
の外周壁部から前記当接面に対して直交若しくは所定の
傾斜角度を有して他の前記構造部材と連通し前記接合具
の長さよりも短い深さで穿孔された1以上の接合具挿入
部と、前記接合具の中空部に注入されて前記接合具の吐
出口から吐出され前記接合具の外周面と前記接合具挿入
部の周壁間に充填される接着剤と、を備えていることを
特徴とする構造部材の接合構造。6. A connector according to any one of claims 1 to 5, and two or more structural members, such as a horizontal structural member and a vertical structural member, which are in contact with a predetermined contact surface. One or more holes perforated at a depth shorter than the length of the connector, communicating with other structural members at a right angle or at a predetermined inclination angle with respect to the contact surface from the outer peripheral wall portion of the structural member; A connector insertion portion, and an adhesive injected into a hollow portion of the connector and discharged from a discharge port of the connector and filled between an outer peripheral surface of the connector and a peripheral wall of the connector insertion portion. A joint structure for a structural member, comprising:
1の前記構造部材の外周壁部から前記接合具挿入部に連
通して穿孔された1乃至複数の空気抜き部を備えている
ことを特徴とする請求項6に記載の構造部材の接合構
造。7. One or more air vents perforated from the outer peripheral wall of one of the structural members between the abutting structural members so as to communicate with the connector insertion portion. The joint structure for a structural member according to claim 6, wherein:
記接合具挿入部と直交する1以上の座部を有し、前記座
部の開口側を埋設し表面が前記構造部材の外周壁面と略
面一に形成された埋設材を備えていることを特徴とする
請求項6又は7に記載の構造部材の接合構造。8. The vehicle according to claim 1, further comprising: at least one seat that is bored in an opening of the connector insertion portion and is orthogonal to the connector insertion portion. The opening side of the seat is buried, and the surface is an outer periphery of the structural member. The joint structure for a structural member according to claim 6, further comprising a buried material formed substantially flush with a wall surface.
一方の前記構造部材の前記当接面に固定又は前記当接面
に平行若しくは直角に固定された固定部と、前記固定部
に立設又は延設された1乃至複数の立壁部と、前記立壁
部に形成され当接される他方の前記構造部材が係合され
た係合部と、を有した接合金具を備えていることを特徴
とする請求項6乃至8の内いずれか1項に記載の構造部
材の接合構造。9. A fixing portion fixed to the contact surface of one of the structural members among the structural members to be contacted, or a fixing portion fixed parallel or perpendicular to the contact surface; A joint fitting having one or more standing or extended standing wall portions and an engaging portion with which the other structural member formed and abutted on the standing wall portion is engaged. The joint structure for a structural member according to any one of claims 6 to 8, wherein:
か一方の前記構造部材の前記当接面に固定された固定部
と、前記固定部に立設された1乃至複数の立壁部と、他
方の前記構造部材に回動自在に軸支された引寄せ金具
と、前記立壁部に形成され前記引寄せ金具が回動自在に
係合される係合部と、を有した接合金具を備えているこ
とを特徴とする請求項6乃至8の内いずれか1項に記載
の構造部材の接合構造。10. A fixing portion fixed to the contact surface of one of the structural members between the structural members to be contacted, and one or a plurality of upright wall portions erected on the fixing portion. A joining metal fitting having a pulling metal pivotally supported by the other structural member and an engaging portion formed on the upright wall portion and rotatably engaged with the pulling metal. The joint structure for a structural member according to any one of claims 6 to 8, comprising:
材や縦構造部材等の2以上の構造部材に、請求項1乃至
5の内いずれか1項に記載された接合具が挿入される接
合具挿入部を形成する挿入部形成工程と、前記接合具挿
入部に前記接合具を挿入し前記接合具の先端部を前記接
合具挿入部の底部に打設若しくは螺着し前記接合具を前
記構造部材に固定する固定工程と、前記接合具の中空部
に接着剤を注入して前記構造部材を緊結固定する緊結固
定工程と、を備えていることを特徴とする構造部材の接
合方法。11. The connector according to claim 1, wherein two or more structural members such as a horizontal structural member and a vertical structural member abutted on a predetermined abutting surface. An insertion portion forming step of forming a connector insertion portion to be inserted, and inserting the connector into the connector insertion portion and driving or screwing a tip end of the connector to a bottom portion of the connector insertion portion; A fixing step of fixing a joining tool to the structural member, and a fastening step of fastening and fixing the structural member by injecting an adhesive into a hollow portion of the joining tool. Joining method.
の前記構造部材の前記当接面に請求項9又は10の内い
ずれか1項に記載された接合金具を固定し、前記接合金
具を介して2以上の前記構造部材を前記当接面で当接す
る金具固定工程を備えていることを特徴とする請求項1
1に記載の構造部材の接合方法。12. One of the two or more structural members
The joining member according to claim 9 is fixed to the contact surface of the structural member, and two or more of the structural members are contacted by the contact surface via the joining member. 2. The method according to claim 1, further comprising a step of fixing the metal fittings in contact with each other.
2. The method for joining structural members according to 1.
寄せ金具を回動して前記構造部材同士を前記当接面で密
接する密接工程を備えていることを特徴とする請求項1
2に記載の構造部材の接合方法。13. The method according to claim 1, further comprising the step of: rotating a pulling metal fitting of the bonding metal fitting according to claim 10 so as to bring the structural members into close contact with each other at the contact surface.
3. The method for joining structural members according to item 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP37022899A JP3103077B2 (en) | 1999-01-08 | 1999-12-27 | JOINING DEVICE, JOINING APPARATUS FOR COLUMN, BEAM, GIRDER USING THE SAME, AND JOINING METHOD FOR COLUMN, BEAM, GIRDER, etc. |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP300099 | 1999-01-08 | ||
JP11-3000 | 1999-01-08 | ||
JP37022899A JP3103077B2 (en) | 1999-01-08 | 1999-12-27 | JOINING DEVICE, JOINING APPARATUS FOR COLUMN, BEAM, GIRDER USING THE SAME, AND JOINING METHOD FOR COLUMN, BEAM, GIRDER, etc. |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000257174A true JP2000257174A (en) | 2000-09-19 |
JP3103077B2 JP3103077B2 (en) | 2000-10-23 |
Family
ID=26336493
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP37022899A Expired - Fee Related JP3103077B2 (en) | 1999-01-08 | 1999-12-27 | JOINING DEVICE, JOINING APPARATUS FOR COLUMN, BEAM, GIRDER USING THE SAME, AND JOINING METHOD FOR COLUMN, BEAM, GIRDER, etc. |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3103077B2 (en) |
Cited By (6)
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JP2004502108A (en) * | 2000-07-06 | 2004-01-22 | サン−ゴバン グラス フランス | Fixing devices for thin-film wall elements |
JP6228703B1 (en) * | 2017-04-20 | 2017-11-08 | 株式会社ティ・カトウ | Wood binding pin |
JP2019044400A (en) * | 2017-08-31 | 2019-03-22 | 住友林業株式会社 | Member joining method, member joining structure, and joint member |
JP2019161014A (en) * | 2018-03-13 | 2019-09-19 | 京セラ株式会社 | Fixing structure, electronic apparatus, imaging device, movable body, and method for manufacturing fixing structure |
CN110454482A (en) * | 2019-09-23 | 2019-11-15 | 嘉兴圣龙五金科技股份有限公司 | A kind of cup square neck bolt of adjustable in length |
JP2021167549A (en) * | 2020-04-13 | 2021-10-21 | Ykk Ap株式会社 | Water cut-off structure and water cut-off method |
Citations (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4942807Y1 (en) * | 1973-09-27 | 1974-11-22 | ||
JPS5177460U (en) * | 1974-12-13 | 1976-06-18 | ||
JPS59132909U (en) * | 1983-02-24 | 1984-09-06 | ナショナル住宅産業株式会社 | Fastener |
JPS6223951Y2 (en) * | 1980-05-08 | 1987-06-18 | ||
JPH0545734B2 (en) * | 1989-10-18 | 1993-07-12 | Fukunagahiroshi Kenchiku Kenky | |
JPH05331919A (en) * | 1992-05-30 | 1993-12-14 | Houmu:Kk | Joint jig and joint method for structural member thereof and joint structure between structural members |
JPH06299612A (en) * | 1993-04-14 | 1994-10-25 | Houmu:Kk | Joining jig and method using it for building structure |
JPH06306960A (en) * | 1993-04-20 | 1994-11-01 | Houmu:Kk | Jig unit for connection and connecting jig for connection, with which this unit is coupled |
JPH06306959A (en) * | 1993-04-20 | 1994-11-01 | Houmu:Kk | Connecting structure of building structure |
JPH06322839A (en) * | 1993-05-18 | 1994-11-22 | Houmu:Kk | Connecting jig |
JPH07127139A (en) * | 1993-10-30 | 1995-05-16 | Houmu:Kk | Jointing tool |
JPH07127140A (en) * | 1993-10-30 | 1995-05-16 | Houmu:Kk | Jointing tools, jointing tool unit, and jointing continuous tools by connection thereof |
JPH07166610A (en) * | 1993-12-15 | 1995-06-27 | Houmu:Kk | Jig for joining and joining method for building structure using the jig |
JPH07197541A (en) * | 1993-12-31 | 1995-08-01 | Houmu:Kk | Joint structure of concrete skeleton and joining thereof |
JPH088161Y2 (en) * | 1992-04-21 | 1996-03-06 | 住商建材株式会社 | Yamagata ramen structure composed of wooden straight members |
JPH10266363A (en) * | 1997-03-26 | 1998-10-06 | Kayoko Motojima | Structure construction method by two-member jointing metal fixture |
-
1999
- 1999-12-27 JP JP37022899A patent/JP3103077B2/en not_active Expired - Fee Related
Patent Citations (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4942807Y1 (en) * | 1973-09-27 | 1974-11-22 | ||
JPS5177460U (en) * | 1974-12-13 | 1976-06-18 | ||
JPS6223951Y2 (en) * | 1980-05-08 | 1987-06-18 | ||
JPS59132909U (en) * | 1983-02-24 | 1984-09-06 | ナショナル住宅産業株式会社 | Fastener |
JPH0545734B2 (en) * | 1989-10-18 | 1993-07-12 | Fukunagahiroshi Kenchiku Kenky | |
JPH088161Y2 (en) * | 1992-04-21 | 1996-03-06 | 住商建材株式会社 | Yamagata ramen structure composed of wooden straight members |
JPH05331919A (en) * | 1992-05-30 | 1993-12-14 | Houmu:Kk | Joint jig and joint method for structural member thereof and joint structure between structural members |
JPH06299612A (en) * | 1993-04-14 | 1994-10-25 | Houmu:Kk | Joining jig and method using it for building structure |
JPH06306959A (en) * | 1993-04-20 | 1994-11-01 | Houmu:Kk | Connecting structure of building structure |
JPH06306960A (en) * | 1993-04-20 | 1994-11-01 | Houmu:Kk | Jig unit for connection and connecting jig for connection, with which this unit is coupled |
JPH06322839A (en) * | 1993-05-18 | 1994-11-22 | Houmu:Kk | Connecting jig |
JPH07127139A (en) * | 1993-10-30 | 1995-05-16 | Houmu:Kk | Jointing tool |
JPH07127140A (en) * | 1993-10-30 | 1995-05-16 | Houmu:Kk | Jointing tools, jointing tool unit, and jointing continuous tools by connection thereof |
JPH07166610A (en) * | 1993-12-15 | 1995-06-27 | Houmu:Kk | Jig for joining and joining method for building structure using the jig |
JPH07197541A (en) * | 1993-12-31 | 1995-08-01 | Houmu:Kk | Joint structure of concrete skeleton and joining thereof |
JPH10266363A (en) * | 1997-03-26 | 1998-10-06 | Kayoko Motojima | Structure construction method by two-member jointing metal fixture |
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JP2004502108A (en) * | 2000-07-06 | 2004-01-22 | サン−ゴバン グラス フランス | Fixing devices for thin-film wall elements |
JP6228703B1 (en) * | 2017-04-20 | 2017-11-08 | 株式会社ティ・カトウ | Wood binding pin |
JP2018178650A (en) * | 2017-04-20 | 2018-11-15 | 株式会社ティ・カトウ | Pin for connecting wood |
JP2019044400A (en) * | 2017-08-31 | 2019-03-22 | 住友林業株式会社 | Member joining method, member joining structure, and joint member |
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JP2019161014A (en) * | 2018-03-13 | 2019-09-19 | 京セラ株式会社 | Fixing structure, electronic apparatus, imaging device, movable body, and method for manufacturing fixing structure |
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