JP2949417B2 - Joint equipment for building components - Google Patents

Joint equipment for building components

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Publication number
JP2949417B2
JP2949417B2 JP10588796A JP10588796A JP2949417B2 JP 2949417 B2 JP2949417 B2 JP 2949417B2 JP 10588796 A JP10588796 A JP 10588796A JP 10588796 A JP10588796 A JP 10588796A JP 2949417 B2 JP2949417 B2 JP 2949417B2
Authority
JP
Japan
Prior art keywords
joint member
plate portion
building
drift pin
basic
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.)
Expired - Lifetime
Application number
JP10588796A
Other languages
Japanese (ja)
Other versions
JPH09291605A (en
Inventor
一義 木村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHERUTAA KK
Original Assignee
SHERUTAA KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SHERUTAA KK filed Critical SHERUTAA KK
Priority to JP10588796A priority Critical patent/JP2949417B2/en
Publication of JPH09291605A publication Critical patent/JPH09291605A/en
Application granted granted Critical
Publication of JP2949417B2 publication Critical patent/JP2949417B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【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、木造家屋或いは鉄
骨構造建築物等を建築するのに好適な骨組を構築するた
めの建築部材用継手装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint device for a building member for constructing a frame suitable for building a wooden house or a steel structure building.

【0002】[0002]

【従来の技術】従来の建築物の建築方法として、軸組工
法と枠工法なるものが良く知られている。前者は、スケ
ルトンスキン工法やポスト&ビーム工法とも称されるも
ので、柱、梁を主体として構成する架構方法である。
2. Description of the Related Art As a conventional method of building a building, there are well known a frame construction method and a frame construction method. The former is also called a skeleton skin method or a post and beam method, and is a frame method mainly composed of columns and beams.

【0003】後者は、ツーバイフォー工法やプラットフ
ォームフレーム工法とも称されるもので、根太で組まれ
た床の枠組に対して構造物用合板又はそれと同等以上の
性能を有する面材を打ち付けて形成した床に、枠材で組
まれた壁の枠組に対して構造用合板その他これに類する
ものを打ち付けて形成した壁体をくぎ及び金物で取りつ
けて建築物を建築するものである。
The latter is also called a two-by-four construction method or a platform frame construction method, and is a floor formed by hitting a plywood for a structure or a face material having performance equal to or higher than that to a framework of a floor made of joists. In addition, a wall is formed by hitting a structural plywood or the like to a frame of a wall made of a frame material, and a wall is formed with nails and hardware to build a building.

【0004】これら工法の主たる違いを比較して述べる
と、まず、空間の構成は、前者は「軸(線)」、後者は
「版(面)」である。床面、壁面等の剛性付与構造は、
前者は「火打ちばり、筋かい」、後者は「構造用合板張
り」である。使用する木材は、前者は「正方形を主とし
た大断面・長尺材(通し柱)を含む」、後者は「小断面
・短尺材を主とする」である。施工時の工程は、前者は
「一階・二階軸,小屋連続建上げ,床」、後者は「一階
床→一階壁→二階床→二階壁→小屋(ステップ作業)」
である。
[0004] The main difference between these construction methods will be described in comparison. First, the space configuration is the "axis (line)" for the former and the "plate (plane)" for the latter. The rigidity imparting structure such as floor and wall
The former is “blow-off, bracing”, and the latter is “structural plywood”. For the wood used, the former is "including large-sized and long materials (through pillars) mainly composed of squares", and the latter is "mainly composed of small-sized and short materials". For the construction process, the former is “first floor / second floor axis, hut continuous construction, floor”, the latter is “first floor → first floor → second floor → second floor wall → shed (step work)”
It is.

【0005】ところで、従来、木造家屋等の建築物の施
工においては、基礎を構成した後、木材等の建築部材を
巧みに切断し切欠加工してこれらを構造力学に沿って巧
みに組み立て結合し、特に建築部材の重要接続部分をボ
ルト等で固定している。しかし、このような古来の方法
では、建築部材の結合等高度の技量と熟練を要し、作業
能率,建築部材の経済性,結合部分の強度等に劣り、工
期が長く、結局高価となる。
Conventionally, in the construction of a building such as a wooden house, after constructing a foundation, architectural members such as wood are skillfully cut and notched, and these are skillfully assembled and connected in accordance with structural mechanics. Particularly, important connection parts of the building members are fixed with bolts or the like. However, such an old method requires a high degree of skill and skill such as connection of building members, and is inferior in work efficiency, economy of building members, strength of connection parts, etc., and requires a long construction period and is eventually expensive.

【0006】一方、近年のプレハブ建築は大量生産によ
り上記の経済性の問題を幾分は解決するが、耐久性,強
度(特に結合部)に劣り、多様性に欠け、建築後使用す
る期間の経過に従ってみすぼらしくなり、長期の使用に
なると、建築の落ち着き感,重量感等の良さを醸し出す
ことができない。そこで、本願出願人は、上記の如き構
造部材の結合について永年鋭意研究の結果、従来の最も
簡単な結合方法、例えば鉄板とボルト・ナットを種々組
み合わせる方法に比して更に簡単であり、しかも、強度
において古来の木造刻み込み方式にも優る建築部材用継
手装置を開発した。
[0006] On the other hand, prefabricated buildings in recent years have solved some of the above-mentioned problems of economy by mass production. It becomes poor with the passage of time, and when it is used for a long period of time, it is not possible to bring out the calmness and weightiness of the building. Therefore, the applicant of the present application has conducted intensive studies on the joining of the structural members as described above, and as a result, compared with the conventional simplest joining method, for example, a method of variously combining an iron plate, a bolt and a nut, it is further simpler. We have developed a joint device for building components that is superior in strength to the traditional wooden incision method.

【0007】これは、特公平6−57977号公報によ
って明らかにされている。即ち、この継手装置は、建築
部材として、規格化されたプレカット部材を使用可能と
し、これを結合して建築物の骨組を形成するに好適な規
格化された継手部材からなる建築部材用継手装置であっ
て、在来軸組工法と枠組壁工法の両特徴を混合した建築
物等に適した骨組を構築し得るものである。
This is disclosed in Japanese Patent Publication No. 6-57977. That is, this joint device allows a standardized pre-cut member to be used as a building member, and is a joint member device for a building member comprising a standardized joint member suitable for forming a frame of a building by combining the precut members. In addition, it is possible to construct a framework suitable for a building or the like in which both features of the conventional frame construction method and the frame wall construction method are mixed.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、かかる
従来の継手装置にあっては、継手部材の各板部と柱や梁
とを締結する締結手段として、全てにおいてボルトとこ
のボルトにねじ嵌合されるナットとを用いるものである
ため、継手部材の各板部と柱や梁との締結に際して、ナ
ットの締め付け作業が多くにわたり必要であり、全体か
らみて作業性が悪いという問題点がある。
However, in such a conventional joint device, a bolt and a bolt are all fitted as a fastening means for fastening each plate portion of the joint member to a column or a beam. Therefore, when fastening each plate portion of the joint member to a column or a beam, a large number of nut tightening operations are required, and there is a problem that workability is poor as a whole.

【0009】又、ボルトとナットとの2部品となるた
め、部品の管理も煩雑となるという問題点がある。本発
明は以上のような従来の問題点に鑑み、建築部材とし
て、規格化されたプレカット部材を使用可能とし、これ
を結合して建築物の骨組を形成するに好適な規格化され
た継手部材からなる建築部材用継手装置において、継手
部材の各板部と柱や梁とを締結する締結手段の改良によ
り、作業性の向上、部品の管理性の向上等を図ることを
課題とする。
[0009] Further, since there are two parts, a bolt and a nut, there is a problem that the management of the parts becomes complicated. The present invention has been made in view of the above-described conventional problems, and enables a standardized precut member to be used as a building member, and a standardized joint member suitable for forming a framework of a building by combining the precut members. An object of the present invention is to improve workability, manageability of parts, and the like by improving a fastening means for fastening each plate portion of a joint member to a column or a beam.

【0010】[0010]

【課題を解決するための手段】このため、請求項1に係
る発明は、以下のA1に示されるボルト及びナット、A
2に示されるドリフトピンと共に用いられ、Bに示され
る基本継手部材にC及びDに示される第1及び第2の応
用継手部材の少なくとも1つを組み合わせて構成された
建築部材用継手装置。
For this reason, the invention according to claim 1 provides a bolt and a nut represented by the following A1;
2 and a combination of the basic joint member shown in B and at least one of the first and second applied joint members shown in C and D.
Joint equipment for building components.

【0011】A1 ボルト及び該ボルトに嵌合されるナット A2 ドリフトピン B 鉛直方向に所定間隔をもって平行に対面して配置さ
れた一対の第1及び第2の側板部と、これら側板部の相
対する内面の中央部に両側端が固定されて両側板部を相
互連結し、かつボルト用の取付孔が開設され、鉛直方向
に配置された中間板部と、前記側板部及び中間板部に周
端の一端が固定され、水平方向に配置された端板部と、
を含んで構成され、材軸が鉛直方向に延びる少なくとも
1つの第1の鉛直建築部材の端部が嵌合される空間を構
成するH形の水平方向断面形状をなす基本継手部材。
A1 bolt and nut A2 fitted to the bolt A2 drift pin B A pair of first and second side plates arranged in parallel and facing each other at a predetermined interval in the vertical direction, and these side plates are opposed to each other. Both ends are fixed to the center part of the inner surface to interconnect the two side plates, and mounting holes for bolts are opened, and an intermediate plate portion arranged in a vertical direction, and a peripheral end to the side plate portion and the intermediate plate portion. One end of which is fixed, and an end plate portion arranged in the horizontal direction,
A basic joint member having an H-shaped horizontal cross-sectional shape that constitutes a space into which an end of at least one first vertical building member whose material axis extends in the vertical direction is fitted.

【0012】 C 板面が前記基本継手部材の前記中間板部と同一面内
に延び、一側端が前記基本継手部材の一方の前記側板部
の外面中央部への固定部となり、材軸が水平方向に延び
る第1の水平建築部材を連結するためのドリフトピン用
取付孔が開設された第1の連結用板部を含んで構成さ
れた第1の応用継手部材。 D 前記基本継手部材に嵌合される前記第1の鉛直建築
部材の端部のうち前記中間板部に平行な少なくとも1つ
の側面に固定取付されるためのボルト用の取付孔が開設
された第3の側板部と、該第3の側板部の中央部に一側
端が固定され、前記第1及び第2の側板部に平行に延
び、前記第1の水平建築部材に対して直角方向に延び、
材軸が水平方向に延びる第2の水平建築部材を連結する
ためのドリフトピン用の取付孔が開設された第2の連結
用板部と、を含んで構成された第2の応用継手部材。
[0012] A C-plate surface extends in the same plane as the intermediate plate portion of the basic joint member, one side end serves as a fixing portion for fixing one of the side plate portions of the basic joint member to an outer surface central portion, and the material axis is For drift pins for connecting a first horizontal building member extending in the horizontal direction
A first applied joint member including a first connecting plate portion provided with the mounting hole of (1). D A bolt hole for fixing the first vertical building member fitted to the basic joint member to at least one side surface parallel to the intermediate plate portion is provided. 3 and a side end fixed to the center of the third side plate, extending parallel to the first and second side plates, in a direction perpendicular to the first horizontal building member. Prolonged,
A second applied joint member comprising: a second connecting plate portion having a mounting hole for a drift pin for connecting a second horizontal building member whose material axis extends in a horizontal direction.

【0013】請求項2に係る発明は、前記ドリフトピン
の基端部には、複数枚の羽根を固着するようにした。請
求項3に係る発明は、前記A2に示されるドリフトピン
に代えて、コーチスクリューと共に用いられるようにし
た。
In the invention according to claim 2, a plurality of blades are fixed to the base end of the drift pin. The invention according to claim 3 is the drift pin described in A2.
Instead of being used with a coach screw
Was.

【0014】[0014]

【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。本発明に係る継手装置(以下、コネ
クタと言う)の一実施形態の構成を、図1に示す。この
実施形態のコネクタ1は、独立基礎と柱、布基礎と土
台、床梁と柱等を夫々結合するものである。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a configuration of an embodiment of a joint device (hereinafter, referred to as a connector) according to the present invention. The connector 1 of this embodiment connects an independent foundation and a column, a cloth foundation and a base, a floor beam and a column, and the like.

【0015】かかるコネクタ1は、夫々金属製の、基本
継手部材3とこれと選択的に組み付けられる第1及び第
2の応用継手部材5及び6とから構成される。かかる各
種の継手部材の構成を詳述する。前記基本継手部材3
は、鉛直方向に所定間隔をもって平行に対面して配置さ
れた一対の第1及び第2の側板部3a,3a同士を、材
軸が鉛直方向に延びる建築部材(以下、鉛直建築部材と
言う)としての柱への締結部となる、鉛直方向に配置さ
れた中間板部(連結用板部となる)3bで溶接して構成
したH形の水平方向断面形状に形成される。この基本継
手部材3の鉛直方向に延びる凹溝部分底部に前記側板部
3a及び中間板部3b表面夫々に対して略直角な方向に
延びる端板部3cが溶接により結合されている。
The connector 1 includes a basic joint member 3 made of metal and first and second applied joint members 5 and 6 selectively assembled thereto. The configuration of such various joint members will be described in detail. The basic joint member 3
Is a building member (hereinafter, referred to as a vertical building member) in which a pair of first and second side plate portions 3a, 3a arranged in parallel in a vertical direction and facing each other are vertically extended. It is formed into an H-shaped horizontal cross-sectional shape formed by welding with an intermediate plate portion (which serves as a connection plate portion) 3b which is a fastening portion to a pillar as a vertical direction. An end plate portion 3c extending in a direction substantially perpendicular to the surface of the side plate portion 3a and the surface of the intermediate plate portion 3b is welded to the bottom of the concave groove portion extending in the vertical direction of the basic joint member 3 by welding.

【0016】かかる基本継手部材3としては、例えば軽
量H形鋼が使用される。基本継手部材3における中間板
部3bには、ボルトとこれに嵌合されるナットのうちボ
ルトが挿通される挿通孔(取付孔)4が4つ設けられて
いる。前記端板部3cは,本実施形態においては、土台
への締結部となるものであって、H形部の底部に溶接に
よって固定されており、独立基礎或いは布基礎に埋め込
まれたアンカーボルトの挿通孔(図示せず)が2つ設け
られている。この場合、端板部3cの幅は、側板部3a
の側縁部から突出する大きさに形成される。
As the basic joint member 3, for example, a lightweight H-section steel is used. The intermediate plate 3b of the basic joint member 3 is provided with four insertion holes (mounting holes) 4 through which the bolts are inserted among the bolts and nuts fitted thereto. In the present embodiment, the end plate portion 3c serves as a fastening portion to the base, is fixed to the bottom of the H-shaped portion by welding, and has an anchor bolt embedded in an independent foundation or a cloth foundation. Two insertion holes (not shown) are provided. In this case, the width of the end plate portion 3c is
Is formed to have a size that protrudes from the side edge portion.

【0017】一方、第1の応用継手部材5は、第1の連
結用板部5Aから構成されており、一対設けられてい
る。各第1の連結用板部5Aの一側端は、前記基本継手
部材3における第1及び第2の側板部3a,3a夫々の
外面中央部に溶接等により固定される固定部となるもの
で、夫々第1及び第2の側板部3a,3a夫々の外面中
央部に固定された状態で、各側板部3a,3aの外面中
央部から前記中間板部3bと同一面内に延びて材軸が水
平方向にのびる建築部材(以下、水平建築部材と言う)
としての土台への締結部となる板部である。
On the other hand, the first applied joint member 5 is composed of a first connecting plate portion 5A, and is provided in a pair. One side end of each first connecting plate portion 5A is a fixing portion fixed to the center of the outer surface of each of the first and second side plate portions 3a, 3a of the basic joint member 3 by welding or the like. The first and second side plate portions 3a, 3a are respectively fixed to the outer surface center portions thereof, and extend from the outer surface center portions of the respective side plate portions 3a, 3a in the same plane as the intermediate plate portion 3b. Building components that extend horizontally (hereinafter referred to as horizontal building components)
It is a plate part which becomes a fastening part to the base as a.

【0018】各第1の応用継手部材5の第1の連結用板
部5Aには、後述するドリフトピンの嵌入孔(取付孔)
40が夫々2つ設けられている。第2の応用継手部材6
は、基本継手部材3の側板部3a,3a間に挿入され結
合される柱の端部に、ボルト・ナットによって結合し得
るもので、柱26への締結部となる第3の側板部6aと
該側板部6a表面中央部から該表面に略直交する平面内
に延びて水平建築部材としての土台や床梁への締結部と
なる連結用板部6bとからなる。
The first connecting plate 5A of each first applied joint member 5 has a drift pin fitting hole (mounting hole) to be described later.
40 are provided two each. Second applied joint member 6
Can be connected by bolts and nuts to the ends of the columns which are inserted between the side plates 3a and 3a of the basic joint member 3, and are connected to the third side plates 6a which are to be fastened to the columns 26. The side plate portion 6a comprises a connecting plate portion 6b extending from a central portion of the surface to a plane substantially orthogonal to the surface and serving as a fastening portion to a base or a floor beam as a horizontal building member.

【0019】かかる第2の応用継手部材6として、軽量
H形鋼を半裁したものが使用され得る。前記第3の側板
部6aには、ボルトとこれに嵌合されるナットのうちボ
ルトが挿通される挿通孔(取付孔)4が4つ設けられて
いる。又、連結用板部6bには、後述するドリフトピン
の嵌入孔(取付孔)40が2つ設けられている。
As the second applied joint member 6, a lightweight H-section steel half cut can be used. The third side plate portion 6a is provided with four insertion holes (mounting holes) 4 through which the bolts are inserted among the bolts and the nuts fitted thereto. In addition, a drift pin to be described later is
Two fitting holes (mounting holes) 40 are provided.

【0020】以上の説明による、独立基礎と柱、布基礎
と土台、床梁と柱を夫々結合するコネクタ1は、基本継
手部材3に対する第1の応用継手部材5と第2の応用継
手部材6の使用数及び使用箇所の適宜の選択によって複
数の形状のものが得られる。その代表的な例を図2〜図
6に示してある。図2に示すコネクタ1は、基本継手部
材3のみの場合、図3に示すコネクタ1は、基本継手部
材3に第1の応用継手部材5を1つ取り付けた場合、図
4に示すコネクタ1は、基本継手部材3に左右一対の第
1の応用継手部材5を取り付けた場合、図5に示すコネ
クタ1は、基本継手部材3に1つの第1の応用継手部材
5と第2の応用継手部材6とを取り付けた場合、図6に
示すコネクタ1は、基本継手部材3に一対の第1の応用
継手部材5と第2の応用継手部材6を取り付けた場合を
示す。
As described above, the connector 1 for connecting the independent foundation and the column, the cloth foundation and the base, and the floor beam and the column, respectively, is provided with the first applied joint member 5 and the second applied joint member 6 for the basic joint member 3. A plurality of shapes can be obtained by appropriate selection of the number of used and the place of use. Representative examples are shown in FIGS. The connector 1 shown in FIG. 2 has only the basic joint member 3, the connector 1 shown in FIG. 3 has the first joint member 5 attached to the basic joint member 3, and the connector 1 shown in FIG. When a pair of left and right first applied joint members 5 are attached to the basic joint member 3, the connector 1 shown in FIG. 6 shows a case where the connector 1 shown in FIG. 6 has a pair of the first applied joint member 5 and the second applied joint member 6 attached to the basic joint member 3.

【0021】そして、上記コネクタ1への柱26と土台
25、床梁27を締結するには、例えば柱26、土台2
5、床梁27の接合端部中央に予め切って形成した溝
(例えば、図5及び図6に示すS)、基本継手部材3及
び第2の応用継手部材6における中間板部3b及び連結
用板部6bや第1の応用継手部材5の第1の連結用板部
5Aが挿入されるようにして、柱26、土台25、床梁
27を夫々基本継手部材3、第1の応用継手部材5及び
第2の応用継手部材6にセットし、後述するようにボル
ト・ナット或いはドリフトピンを使用して締結を行う。
In order to fasten the column 26, the base 25 and the floor beam 27 to the connector 1, for example, the column 26, the base 2
5, a groove (for example, S shown in FIGS. 5 and 6) cut in advance at the center of the joint end of the floor beam 27, the intermediate plate portion 3b and the connection for the basic joint member 3 and the second applied joint member 6. The column 26, the base 25, and the floor beam 27 are connected to the basic joint member 3, the first applied joint member, respectively, such that the plate portion 6b and the first connecting plate portion 5A of the first applied joint member 5 are inserted. 5 and the second applied joint member 6 and fastening is performed using bolts / nuts or drift pins as described later.

【0022】尚、ドリフトピンとして、例えば、図10
(A),(B)に示すようなものが使用される。図10
(A)のドリフトピンAのa部は、抵抗を持つように溝
が網目状に型押しにて形成されている。図10(B)の
ドリフトピンBの基端部には、2枚の羽根bが固着され
ており、この羽根bが建築部材を構成する木部に食い込
んで、ピンBの打ち込み後に、該ピンBが戻るのを防止
するようにしている。尚、このドリフトピンBは、本出
願人が先に出願したものである。
As a drift pin, for example, FIG.
As shown in (A) and (B) are used. FIG.
A portion of the drift pin A of (A) is formed by embossing a groove in a mesh shape so as to have resistance. At the base end of the drift pin B in FIG. 10B, two blades b are fixed, and the blade b bites into a wooden part constituting a building member, and after the pin B is driven, B is prevented from returning. The drift pin B has been previously filed by the present applicant.

【0023】例えば、図5のコネクタ1では、先ず、土
台25の締結は、土台25の嵌入孔から打ち込んだドリ
フトピンを第1の応用継手部材5の第1の連結用板部5
Aの嵌入孔40に嵌入させる。この場合、土台25の端
部は、基本継手部材3の側板部3aに受けられる。柱2
6の締結は、第2の応用継手部材6の側板部6aの挿通
孔4から挿通したボルトを柱26の挿通孔と基本継手部
材3の中間板部3bの挿通孔4を挿通させて後、ボルト
先端にナットを嵌合する。
For example, in the connector 1 shown in FIG. 5, first, the base 25 is fastened by connecting the drift pins driven from the fitting holes of the base 25 to the first connecting plate portion 5 of the first applied joint member 5.
A is inserted into the insertion hole 40. In this case, the end of the base 25 is received by the side plate 3 a of the basic joint member 3. Pillar 2
After the bolts inserted through the insertion holes 4 of the side plate portions 6a of the second applied joint member 6 are inserted through the insertion holes of the columns 26 and the insertion holes 4 of the intermediate plate portion 3b of the basic joint member 3, Fit the nut to the bolt end.

【0024】この場合、柱26の端部は、基本継手部材
3の端板部3cに受けられる。床梁27の締結は、床梁
27の嵌入孔から打ち込んだドリフトピンを第2の応用
継手部材6の連結用板部6bの嵌入孔40に嵌入させ
る。この場合、床梁27の端部は、第2の応用継手部材
5の側板部6aに受けられる。
In this case, the end of the column 26 is received by the end plate 3c of the basic joint member 3. The fastening of the floor beam 27 causes the drift pin driven from the insertion hole of the floor beam 27 to be inserted into the insertion hole 40 of the connecting plate 6 b of the second applied joint member 6. In this case, the end of the floor beam 27 is received by the side plate 6 a of the second applied joint member 5.

【0025】尚、柱26の基本継手部材3の端板部3c
への突き合わせ面や第2の応用継手部材6の側板部6a
への床梁27の突き合わせ面、即ち、木口には座堀り加
工によって、各ボルト頭部が挿入位置される凹面座が形
成される。又、各建築部材は、その端部に溝Sを切り込
む以外に、図6に示すように、平行な長手部材25a,
25bにより各連結用板部5A,6bを保持するように
しても良い。
The end plate 3c of the basic joint member 3 of the column 26
Surface 6a of the second applied joint member 6
A concave seat in which each bolt head is to be inserted is formed on the abutting surface of the floor beam 27, that is, at the tip of the floor, by boring. In addition, each building member has a parallel elongated member 25a, as shown in FIG.
The connection plate portions 5A and 6b may be held by 25b.

【0026】次に、図7に、コネクタ1の他の例とし
て、上下の柱26同士、水平建築部材としての胴差28
同士や、これらに加え床梁27を夫々結合するものを示
す。このコネクタ1も、先の実施形態と同様に基本継手
部材とこれに選択的に組み付けられる第1及び第2の応
用継手部材とから構成される。かかるコネクタ1におけ
る基本継手部材7は、先のコネクタ1における基本継手
部材3とは端板部7cの固定位置が相違する。
Next, FIG. 7 shows another example of the connector 1 in which the upper and lower columns 26 are connected to each other, and
It shows that the floor beams 27 are connected to each other and in addition to these. This connector 1 is also composed of a basic joint member and first and second applied joint members selectively assembled to the basic joint member as in the previous embodiment. The basic joint member 7 of the connector 1 differs from the basic joint member 3 of the previous connector 1 in the fixing position of the end plate portion 7c.

【0027】又、第1の応用継手部材8は、先のコネク
タ1における第1の応用継手部材5とは、梁受け板部9
がある点で相違する。更に、第2の応用継手部材10
は、先のコネクタ1における第2の応用継手部材6と
は、梁受け板部11と柱受け板部12が異なっている。
かかるコネクタ1は、やはり、基本継手部材7に対する
第1及び第2の応用継手部材8及び10の使用数及び使
用箇所の選択により複数種のものが得られる。
The first applied joint member 8 is different from the first applied joint member 5 of the connector 1 in the beam receiving plate portion 9.
There are differences. Further, the second applied joint member 10
The beam receiving plate portion 11 and the column receiving plate portion 12 are different from the second applied joint member 6 in the connector 1 described above.
Again, a plurality of types of such connectors 1 can be obtained by selecting the number and location of the first and second applied joint members 8 and 10 used for the basic joint member 7.

【0028】そして、上述のコネクタ1への柱26と胴
差28、床梁27の締結方法は、先のコネクタ1の場合
と同様であるから説明を省略する。尚、図7には、これ
ら柱26、床梁27及び胴差28のコネクタ1に対する
位置を示している。次に、図8に、コネクタ1の更に他
の例として、柱頭において、柱26と胴差28や垂木
(材軸が斜方向に延びる斜建築部材)を夫々結合するも
のを示す。
The method of fastening the column 26, the body gap 28, and the floor beam 27 to the connector 1 is the same as in the case of the connector 1 described above, and a description thereof will be omitted. FIG. 7 shows the positions of the column 26, the floor beam 27, and the body difference 28 with respect to the connector 1. Next, FIG. 8 shows, as still another example of the connector 1, a structure in which a pillar 26 is connected to a stud 28 and a rafter (a diagonal building member whose material axis extends in an oblique direction) at a capital.

【0029】このコネクタ1は、基本継手部材とこれに
選択的に組み付けられる第1及び第2の応用継手部材の
変形から構成される。かかるコネクタ1における基本継
手部材13は、先のコネクタ1における基本継手部材
3,7とは端板部13cの固定位置が相違する。尚、1
3bは中間板部である。
The connector 1 comprises a modification of a basic joint member and first and second applied joint members selectively assembled thereto. The basic joint member 13 of the connector 1 is different from the basic joint members 3 and 7 of the connector 1 in the fixing position of the end plate portion 13c. In addition, 1
3b is an intermediate plate portion.

【0030】又、第1の応用継手部材14は、先のコネ
クタ1と同様に梁受け板部15がある。更に、第2の応
用継手部材16は、先のコネクタ1と同様に梁受け板部
17を有すると共に、他に柱頭部を受ける柱受け板部1
8を有している。この柱受け板部18は、第2の応用継
手部材16の側板部16aの上端部から該板部16a表
面に略直交する平面内に延びるように、側板部16aに
溶接固定される。尚、16bは連結用板部である。
Further, the first applied joint member 14 has a beam receiving plate portion 15 like the connector 1 described above. Further, the second applied joint member 16 has a beam receiving plate portion 17 similarly to the previous connector 1 and additionally has a column receiving plate portion 1 for receiving a column capital.
Eight. The column receiving plate portion 18 is welded and fixed to the side plate portion 16a so as to extend from the upper end of the side plate portion 16a of the second applied joint member 16 into a plane substantially orthogonal to the surface of the plate portion 16a. Reference numeral 16b is a connecting plate.

【0031】かかるコネクタ1は、やはり、基本継手部
材13に対する第1及び第2の応用継手部材14及び1
6の使用数及び使用箇所の選択により複数種のものが得
られる。次に、柱頭に使用されるコネクタの他の実施形
態を図9に示す。このものは、先に説明した柱頭用のコ
ネクタ1とは、第3の応用継手部材を使用する点が相違
する。
The connector 1 also has first and second applied joint members 14 and 1 with respect to the basic joint member 13.
A plurality of types can be obtained by selecting the number of used 6 and the use location. Next, another embodiment of the connector used for the capital is shown in FIG. This is different from the above-described stigma connector 1 in that a third applied joint member is used.

【0032】即ち、この第3の応用継手部材19は、基
本継手部材20の端板部20cの上面中央部から該上面
に略直交する平面内に延びて斜建築部材としての垂木へ
の締結部となる連結用板部19aからなる。尚、上記連
結用板部19aは、第2の応用継手部材21と同一面に
位置される向きに固定されている。
That is, the third applied joint member 19 extends from the center of the upper surface of the end plate portion 20c of the basic joint member 20 into a plane substantially perpendicular to the upper surface, and is connected to a rafter as an oblique building member. And a connecting plate 19a. The connecting plate 19a is fixed in a direction in which it is located on the same plane as the second applied joint member 21.

【0033】又、第3の応用継手部材19は、連結用板
部19aに直交する面内を、同じく直交する基本継手部
材20の端板部20cの一側縁から上方に延びる垂木受
け部22を前記端板部20cに溶接して備えている。
尚、23は第1の応用継手部材である。かかるコネクタ
1は、やはり、基本継手部材20に対する第1,第2及
び第3の応用継手部材23,21及び19の使用数及び
使用箇所の選択により複数種のものが得られる。
The third applied joint member 19 has a rafter receiving portion 22 extending upward from one side edge of the end plate portion 20c of the basic joint member 20 which is also perpendicular to the plane perpendicular to the connecting plate portion 19a. Is welded to the end plate portion 20c.
23 is a first applied joint member. Again, a plurality of types of such connectors 1 can be obtained by selecting the number and locations of the first, second and third applied joint members 23, 21 and 19 with respect to the basic joint member 20.

【0034】尚、上記実施形態において使用したドリフ
トピンに代えて、図10(C)に示すようなコーチスク
リュー(ラグスクリュー)Cを用いても良い。以上説明
したコネクタによれば、第1の応用継手部材において、
第1の連結用板部に水平建築部材を連結するための締結
手段、並びに、第2の応用継手部材において、第2の連
結用板部に水平建築部材を連結するための締結手段を、
ドリフトピン或いはコーチスクリュー(ラグスクリュ
ー)から構成するようにしたから、締結作業を容易に行
え、継手部材の各板部と柱や梁とを締結する締結手段と
して、全てにおいてボルトとこのボルトにねじ嵌合され
るナットとを用いる場合と比較して、継手部材の各板部
と柱や梁との締結に際しての作業時間を大幅に低減で
き、全体からみて作業性が良好となる。
Incidentally, instead of the drift pin used in the above embodiment, a coach screw (lag screw) C as shown in FIG. 10C may be used. According to the connector described above, in the first applied joint member,
Fastening for connecting horizontal building members to the first connecting plate
Means , and, in the second applied joint member, fastening means for connecting the horizontal building member to the second connecting plate portion,
Since it is composed of a drift pin or a coach screw (lag screw), fastening work can be easily performed, and as a fastening means for fastening each plate portion of the joint member to a column or a beam, a bolt and a screw are used for all bolts. As compared with the case of using the nut to be fitted, the work time for fastening each plate portion of the joint member to the column or the beam can be greatly reduced, and the workability is improved as a whole.

【0035】又、ドリフトピン或いはコーチスクリュー
(ラグスクリュー)は、単品であるため、部品の管理も
簡単に行うことができる。
Further, since the drift pin or the coach screw (lag screw) is a single item, the parts can be easily managed.

【0036】[0036]

【発明の効果】以上説明したように、請求項1及び3に
係る発明によれば、継手部材の各板部と柱や梁との締結
に際しての作業時間を大幅に低減でき、作業性の向上を
図れると共に、部品の管理も簡単に行うことができる。
請求項2に係る発明によれば、ドリフトピンの羽根が建
築部材を構成する木部等に食い込んで、ピンの打ち込み
後に、該ピンが戻るのを防止でき、締結を確実かつ堅固
に行うことができる。
As described above, according to the first and third aspects of the present invention, the work time for fastening each plate portion of the joint member to the column or the beam can be greatly reduced, and the workability is improved. And management of parts can be easily performed.
According to the invention according to claim 2, the blade of the drift pin bites into a wooden part or the like constituting the building member, and after the pin is driven, the pin can be prevented from returning, and the fastening can be performed securely and firmly. it can.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明に係る継手装置の一実施形態の構成を
示す斜視図
FIG. 1 is a perspective view showing a configuration of an embodiment of a joint device according to the present invention.

【図2】 図1の継手装置の代表的な応用例を示す斜視
FIG. 2 is a perspective view showing a typical application example of the joint device of FIG. 1;

【図3】 図1の継手装置の代表的な応用例を示す斜視
FIG. 3 is a perspective view showing a typical application example of the joint device of FIG. 1;

【図4】 図1の継手装置の代表的な応用例を示す斜視
FIG. 4 is a perspective view showing a typical application example of the joint device of FIG. 1;

【図5】 図1の継手装置の代表的な応用例を示す斜視
FIG. 5 is a perspective view showing a typical application example of the joint device of FIG. 1;

【図6】 図1の継手装置の代表的な応用例を示す斜視
FIG. 6 is a perspective view showing a typical application example of the joint device of FIG. 1;

【図7】 本発明に係る継手装置の他の実施形態の構成
を示す斜視図
FIG. 7 is a perspective view showing the configuration of another embodiment of the coupling device according to the present invention.

【図8】 本発明に係る継手装置の更に他の実施形態の
構成を示す斜視図
FIG. 8 is a perspective view showing the configuration of still another embodiment of the joint device according to the present invention.

【図9】 本発明に係る継手装置の更に他の実施形態の
構成を示す斜視図
FIG. 9 is a perspective view showing the configuration of still another embodiment of the joint device according to the present invention.

【図10】 (A),(B)はドリフトピンを示し、
(C)はコーチスクリュー(ラグスクリュー)を示す
[10] (A), (B) shows the drift pin,
(C) shows a coach screw (lag screw)

【符号の説明】[Explanation of symbols]

1 コネクタ 3 基本継手部材 4 挿通孔(取付孔) 5 第1の応用継手部材 6 第2の応用継手部材 7 基本継手部材 8 第1の応用継手部材 10 第2の応用継手部材 13 基本継手部材 14 第1の応用継手部材 16 第2の応用継手部材 20 基本継手部材 21 第2の応用継手部材 23 第1の応用継手部材 40 嵌入孔(取付孔) A ドリフトピン B ドリフトピン b 羽根 C コーチスクリュー(ラグスクリュー) Reference Signs List 1 connector 3 basic joint member 4 insertion hole (mounting hole) 5 first applied joint member 6 second applied joint member 7 basic joint member 8 first applied joint member 10 second applied joint member 13 basic joint member 14 First applied joint member 16 Second applied joint member 20 Basic joint member 21 Second applied joint member 23 First applied joint member 40 Insertion hole (mounting hole) A Drift pin B Drift pin b Blade C Coach screw ( Lag screw)

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04B 1/58 505 E04B 1/58 508 E04B 1/48 E04B 1/26 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int. Cl. 6 , DB name) E04B 1/58 505 E04B 1/58 508 E04B 1/48 E04B 1/26

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】以下のA1に示されるボルト及びナット、
A2に示されるドリフトピンと共に用いられ、Bに示さ
れる基本継手部材にC及びDに示される第1及び第2の
応用継手部材の少なくとも1つを組み合わせて構成され
建築部材用継手装置。 A1 ボルト及び該ボルトに嵌合されるナット A2 ドリフトピン B 鉛直方向に所定間隔をもって平行に対面して配置さ
れた一対の第1及び第2の側板部と、 これら側板部の相対する内面の中央部に両側端が固定さ
れて両側板部を相互連結し、かつボルト用の取付孔が開
設され、鉛直方向に配置された中間板部と、 前記側板部及び中間板部に周端の一端が固定され、水平
方向に配置された端板部と、を含んで構成され、材軸が
鉛直方向に延びる少なくとも1つの第1の鉛直建築部材
の端部が嵌合される空間を構成するH形の水平方向断面
形状をなす基本継手部材。 C 板面が前記基本継手部材の前記中間板部と同一面内
に延び、一側端が前記基本継手部材の一方の前記側板部
の外面中央部への固定部となり、材軸が水平方向に延び
る第1の水平建築部材を連結するためのドリフトピン用
取付孔が開設された第1の連結用板部を含んで構成さ
れた第1の応用継手部材。 D 前記基本継手部材に嵌合される前記第1の鉛直建築
部材の端部のうち前記中間板部に平行な少なくとも1つ
の側面に固定取付されるためのボルト用の取付孔が開設
された第3の側板部と、 該第3の側板部の中央部に一側端が固定され、前記第1
及び第2の側板部に平行に延び、前記第1の水平建築部
材に対して直角方向に延び、材軸が水平方向に延びる第
2の水平建築部材を連結するためのドリフトピン用の
付孔が開設された第2の連結用板部と、 を含んで構成された第2の応用継手部材。
1. A bolt and a nut represented by the following A1.
A joint device for a building member, which is used together with the drift pin shown in A2, and is configured by combining at least one of the first and second applied joint members shown in C and D with the basic joint member shown in B. A1 Bolt and nut A2 fitted to the bolt A2 Drift pin B A pair of first and second side plate portions arranged facing each other in parallel at a predetermined interval in the vertical direction, and the center of the opposing inner surfaces of these side plate portions The two side ends are fixed to the part to interconnect the both side plate parts, and a mounting hole for a bolt is opened, an intermediate plate part arranged in a vertical direction, and one end of a peripheral end is provided on the side plate part and the intermediate plate part. An end plate portion fixed and disposed in the horizontal direction, and an H shape forming a space into which the end portion of at least one first vertical building member whose material axis extends in the vertical direction is fitted. Basic joint member with horizontal cross-sectional shape. C The plate surface extends in the same plane as the intermediate plate portion of the basic joint member, one side end is a fixed portion to the center of the outer surface of one of the side plate portions of the basic joint member, and the material axis extends in the horizontal direction. Drift pin for connecting the first horizontal building member extending
A first applied joint member including a first connecting plate portion provided with the mounting hole of (1). D A bolt hole for fixing the first vertical building member fitted to the basic joint member to at least one side surface parallel to the intermediate plate portion is provided. One side end is fixed to a center portion of the third side plate portion;
And a drift pin connecting member for connecting a second horizontal building member extending parallel to the second side plate portion, perpendicular to the first horizontal building member, and extending in the horizontal direction. A second applied joint member comprising: a second connecting plate portion having an opening formed therein.
【請求項2】前記ドリフトピンの基端部には、複数枚の
羽根が固着されたことを特徴とする請求項1記載の建築
部材用継手装置。
2. The joint device for building members according to claim 1, wherein a plurality of blades are fixed to a base end of said drift pin.
【請求項3】前記A2に示されるドリフトピンに代え
て、コーチスクリューと共に用いられることを特徴とす
る請求項1記載の建築部材用継手装置。
3. In place of the drift pin shown in A2,
The joint device for a building member according to claim 1, wherein the joint device is used together with a coach screw .
JP10588796A 1996-04-25 1996-04-25 Joint equipment for building components Expired - Lifetime JP2949417B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10588796A JP2949417B2 (en) 1996-04-25 1996-04-25 Joint equipment for building components

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10588796A JP2949417B2 (en) 1996-04-25 1996-04-25 Joint equipment for building components

Publications (2)

Publication Number Publication Date
JPH09291605A JPH09291605A (en) 1997-11-11
JP2949417B2 true JP2949417B2 (en) 1999-09-13

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP10588796A Expired - Lifetime JP2949417B2 (en) 1996-04-25 1996-04-25 Joint equipment for building components

Country Status (1)

Country Link
JP (1) JP2949417B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104790536B (en) * 2015-04-27 2017-07-04 南京工业大学 A kind of ductility power consumption timber structure node
CN110331782B (en) * 2019-07-24 2023-01-03 青岛理工大学 Round sleeve steel-wood combined node and mounting method thereof
US10954663B2 (en) 2019-07-24 2021-03-23 Qingdao university of technology Cylindrical sleeve-type steel-wood composite joint and the assembly method

Also Published As

Publication number Publication date
JPH09291605A (en) 1997-11-11

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