JPH09170268A - Joint device for building member - Google Patents

Joint device for building member

Info

Publication number
JPH09170268A
JPH09170268A JP33144995A JP33144995A JPH09170268A JP H09170268 A JPH09170268 A JP H09170268A JP 33144995 A JP33144995 A JP 33144995A JP 33144995 A JP33144995 A JP 33144995A JP H09170268 A JPH09170268 A JP H09170268A
Authority
JP
Japan
Prior art keywords
plate portion
building
joint member
horizontal
fastening means
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.)
Granted
Application number
JP33144995A
Other languages
Japanese (ja)
Other versions
JP2893580B2 (en
Inventor
Kazuyoshi Kimura
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.)
SHIERUTAA HOME KK
Original Assignee
SHIERUTAA HOME 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 SHIERUTAA HOME KK filed Critical SHIERUTAA HOME KK
Priority to JP33144995A priority Critical patent/JP2893580B2/en
Publication of JPH09170268A publication Critical patent/JPH09170268A/en
Application granted granted Critical
Publication of JP2893580B2 publication Critical patent/JP2893580B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a joint device which can form a framework suitable for a building or the like in which the features of a conventional framwork construction method and a wood frame construction method are combined. SOLUTION: A connector 1A is composed of a base joint member 2 and first and second applied joint members 3, 4 and a nut 15 is tightened onto an anchor bolt 14 projected from a base 13 of a building structure so as to secure the connector 1A to the base 13. After a slit 10a formed in a column 10 as a vertical building member is fitted on an intermediate panel part 2c of the base joint member 2, a bolt is inserted in an insertion hole in the second applied joint member 4, an insertion hole 10b in the column 10, and an insertion hole 5 in the intermediate panel part 2c, and a nut is tightened onto the end part of the bolt projected from the column 10. A cross beam 11 as a horizontal building member, and a diagonal member 12 as a diagonal building member are secured to first and second applied joint members 3, 4 by means of a fastening means composed of a bolt and a nut after slits 11a, 12a are fitted on coupling panel parts 3a, 4a.

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、横架材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 & beam method, and is a frame method mainly composed of columns and horizontal members.

【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付
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 assembled with a frame material, and a wall is formed with nails and hardware to construct 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】[0005]

【発明が解決しようとする課題】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。
By the way, conventionally, in the construction of buildings such as wooden houses, after constructing a foundation,
Building members such as wood are skillfully cut and cut, and these are skillfully assembled and connected in accordance with structural mechanics. In particular, important connection parts of the building members are fixed with bolts or the like. However, such an ancient method requires a high degree of skill and skill such as connection of building members, is inferior in work efficiency, economical efficiency of building members, strength of connecting parts, etc., and requires a long construction period and eventually becomes 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, but they are inferior in durability and strength (particularly joints), lack versatility, and have a short period of use after construction. 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 for building members that is superior in strength to the traditional wooden incision method.

【0007】これは、特開昭51−107626号公報
によって明らかにされている。即ち、この継手は、立方
体若しくは直方体形状の基本継手本体に対し、該基本継
手本体表面から、該表面に略直交する平面内を外向きに
延びる板状部材を溶接固定したものであり、該板状部材
には、ボルト等の固定具が挿通し得る孔を設けたもので
ある。このものは、基本継手部材本体と板状部材の形
状,数及び方向を変えて組み合わせることにより多数の
種類の継手部材が得られる。
[0007] This is disclosed in JP-A-51-107626. That is, this joint is obtained by welding and fixing a plate-like member extending outward from a surface of the basic joint main body to a plane substantially perpendicular to the surface to a cubic or rectangular parallelepiped basic joint main body. The member is provided with a hole through which a fixture such as a bolt can be inserted. Many types of joint members can be obtained by changing the shape, number and direction of the basic joint member main body and the plate-like member and combining them.

【0008】しかしながら、かかる従来の継手にあって
は、次のような問題点があった。即ち、上記のような立
方体若しくは直方体形状の基本継手本体を適用した結
果、継手として重量がかなり嵩み、材料費も多く必要と
なって、コスト的に不利である。又、重量が重い結果、
取扱に苦慮し、建築部材の結合作業が難しい。又、継手
を製作するに当たって、溶接箇所が多い等工数が掛り、
製作性に劣るものである。
However, such a conventional joint has the following problems. That is, as a result of applying the above-described basic joint body having a cubic or rectangular parallelepiped shape, the weight of the joint is considerably increased, the material cost is increased, and the cost is disadvantageous. Also, as a result of heavy weight,
Difficult to handle and difficult to connect building components. In addition, it takes a lot of man-hours to manufacture joints, such as many welds.
It is inferior in manufacturability.

【0009】更に、従来の継手にあっては、柱同士の結
合、横架材同士の結合、柱と横架材との結合等に、夫々
異なる種類の継手を使用する必要があるため、継手の製
作に手間が掛り、その管理も煩雑となる。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
構築し得る継手装置を提供することを課題とする。
Further, in the conventional joint, it is necessary to use different types of joints for joining columns, joining columns, joining columns and columns, and the like. It takes time and effort to manufacture, and its management 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. It is an object of the present invention to provide a joint device for a building member, comprising: a joint device for constructing a framework suitable for a building or the like in which both features of a conventional frame construction method and a frame wall method are mixed.

【0010】[0010]

【課題を解決するための手段】このため、請求項1記載
の発明は、以下のAに示される締結手段と共に用いら
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とした。
Therefore, the invention according to claim 1 is used with the fastening means shown in the following A, and the first and the first shown in C and D are added to the basic joint member shown in B. The joint device for building members is configured by combining at least one of the two applied joint members.

【0011】A 締結手段 B 鉛直方向に所定間隔をもって平行に対面して配置さ
れる一対の第1及び第2の側板部と、板面が鉛直方向に
延び、前記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、第1の前記締結
手段が挿通される挿通孔が開設された中間板部と、板面
が水平方向に延び、周端の一端が前記第1及び第2の側
板部並びに中間板部に固定される端板部と、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
断面形状をなす基本継手部材。
A fastening means B A pair of first and second side plate portions arranged facing each other in parallel in the vertical direction at a predetermined interval, and the center of the inner surfaces of the side plate portions which face each other and which extend in the vertical direction. Both side ends of the plate are connected to each other to connect the both side plate parts to each other, and an intermediate plate part having an insertion hole through which the first fastening means is inserted, and a plate surface extending in the horizontal direction, An end plate part having one end fixed to the first and second side plate parts and the intermediate plate part, and an end part of at least one vertical building member whose material axis extends in the vertical direction is fitted. A basic joint member that forms an H-shaped horizontal cross-sectional shape that constitutes a space.

【0012】C 板面が前記基本継手部材の中間板部と
同一面内に延び、一側端が前記基本継手部材の一方の側
板部外面中央部への固定部となり、材軸が水平方向に延
びる水平建築部材を連結するための第2の前記締結手段
が挿通される挿通孔、及び、材軸が斜め方向に延びる少
なくとも1つの斜め建築部材を連結するための第3の前
記締結手段が挿通される挿通孔が開設された第1の連結
用板部と、板面が水平方向に延び、一側端が前記基本継
手部材の一方の側板部外面への固定部となると共に、上
面に前記第1の連結用板部の下端が固定され、前記水平
建築部材を受ける第1の受板部と、を含んで構成された
第1の応用継手部材。
The C plate surface extends in the same plane as the intermediate plate portion of the basic joint member, and one side end serves as a fixing portion to the central portion of the outer surface of one side plate portion of the basic joint member, so that the material axis is horizontal. An insertion hole into which the second fastening means for connecting the extending horizontal building member is inserted, and a third fastening means for connecting at least one diagonal building member whose material axis extends obliquely are inserted. And a first connecting plate portion having an insertion hole formed therein, the plate surface extends in the horizontal direction, and one side end serves as a fixing portion to the outer surface of one side plate portion of the basic joint member, and the upper surface is provided with A first applied joint member configured to include a first receiving plate portion for fixing the lower end of the first connecting plate portion and receiving the horizontal building member.

【0013】D 前記基本継手部材に嵌合される前記鉛
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けされる第4の前記締結手段が
挿通される挿通孔が開設された第3の側板部と、板面が
鉛直方向に延び、一側端が前記第3の側板部外面中央部
への固定部となり、前記水平建築部材を連結するための
第5の前記締結手段が挿通される挿通孔、及び、少なく
とも1つの前記斜め建築部材を連結するための第6の前
記締結手段が挿通される挿通孔が開設された第2の連結
用板部と、板面が水平方向に延び、一側端が前記第3の
側板部外面への固定部となると共に、上面に前記第2の
連結用板部の下端が固定され、前記水平建築部材を受け
る第2の受板部と、を含んで構成された第2の応用継手
部材。
D An insertion hole into which the fourth fastening means fixedly attached to at least one side surface of the end of the vertical building member fitted to the basic joint member, which is parallel to the intermediate plate portion, is inserted. And the third side plate portion where the plate is opened, the plate surface extends in the vertical direction, and one side end serves as a fixing portion to the central portion of the outer surface of the third side plate portion, and a fifth side for connecting the horizontal building members. A second connecting plate portion having an insertion hole through which the fastening means is inserted, and a through hole through which the sixth fastening means for connecting at least one of the diagonal building members is formed; A surface extends in the horizontal direction, one side end serves as a fixing portion to the outer surface of the third side plate portion, and a lower end of the second connecting plate portion is fixed to the upper surface to receive the horizontal building member. And a receiving plate part of the second applied joint member.

【0014】[0014]

【発明の実施の形態】以下、添付された図面を参照して
本発明を詳述する。本発明に係る継手装置(以下、コネ
クタという)の一実施形態の構成を、図1〜図3に示
す。この実施形態のコネクタ1A〜1Cは、材軸が鉛直
方向に延びる鉛直建築部材としての柱と柱、柱と材軸が
水平方向の延びる水平建築部材としての横架材、柱と材
軸が斜め方向に延びる斜め建築部材としての筋かい等の
斜材を夫々結合するためのものである。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail with reference to the accompanying drawings. 1 to 3 show a configuration of an embodiment of a joint device (hereinafter, referred to as a connector) according to the present invention. In the connectors 1A to 1C of this embodiment, columns and columns as vertical building members whose material axes extend in the vertical direction, horizontal members as horizontal building members in which the column and material axes extend in the horizontal direction, and columns and material axes are diagonal. It is for connecting diagonal members such as braces as diagonal building members extending in the respective directions.

【0015】これらのコネクタ1A〜1Cは、夫々金属
製の、基本継手部材2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3及び4とから構成され
る。まず、第1の実施例として建築構造物の基礎部分
に、鉛直建築部材としての柱10に対して、水平建築部
材としての横架材11と、斜め建築部材としての筋かい
等の斜材12と、を上方から見て2方向に結合するため
のコネクタ1Aを、図1に基づいて説明する。
Each of the connectors 1A to 1C is composed of a metal-made basic joint member 2 and first and second applied joint members 3 and 4 selectively assembled thereto. First, as a first embodiment, in a basic portion of a building structure, a pillar 10 as a vertical building member, a horizontal member 11 as a horizontal building member, and a diagonal member 12 as a diagonal bracing member as an oblique building member. 1A will be described with reference to FIG.

【0016】前記基本継手部材2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る一対の側板部2
a、2bと、板面が鉛直方向に延び、前記側板部2a、
2b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2a、2bを相互連結する中間板部2cと、板面が
水平方向に延び、周端の一端が前記側板部2a、2b及
び中間板部2cに固定される端板部2dと、を含んで構
成されている。この側板部2a、2b及び中間板部2c
によって、材軸が鉛直方向に延びる鉛直建築部材として
の柱10の端部が嵌合するH形の水平断面形状の空間
(以下、H形断面空間という)が構成されている。ここ
で、H形断面空間は、例えば、軽量H形鋼から、或い
は、中間板部2cを側板部2a、2bに溶接により固着
することで形成される。
The basic joint member 2 has a pair of side plate portions 2 arranged in parallel and facing each other at a predetermined interval in the vertical direction.
a, 2b, and the plate surface extends in the vertical direction, and the side plate portion 2a,
An intermediate plate portion 2c having both ends fixed to central portions of opposite inner surfaces of 2b and interconnecting both side plate portions 2a and 2b, and a plate surface extending in the horizontal direction, and one end of a peripheral end thereof being the side plate portions 2a and 2b. And an end plate portion 2d fixed to the intermediate plate portion 2c. The side plate portions 2a and 2b and the intermediate plate portion 2c
By this, a space having an H-shaped horizontal cross-sectional shape (hereinafter, referred to as an H-shaped cross-sectional space) into which the ends of columns 10 as vertical building members whose material axes extend in the vertical direction are fitted is configured. Here, the H-shaped cross section space is formed, for example, from lightweight H-shaped steel or by fixing the intermediate plate portion 2c to the side plate portions 2a and 2b by welding.

【0017】さらに、基本継手部材2の中間板部2cに
は、締結手段の一例としてのボルトとナットのうちボル
トが挿通される挿通孔5が2ヵ所に開設され、柱10を
コネクタ1Aに強固に固定するために使用される。ま
た、基本継手部材2の端板部2dは、本実施例において
は、図示しない建築構造物の基礎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り固着されており、
ボルトが挿通される挿通孔6が4ヵ所(各H形断面空間
に2ヵ所ずつ)に開設されている。
Further, the intermediate plate portion 2c of the basic joint member 2 is provided with two through holes 5 through which the bolts of nuts and bolts as an example of fastening means are inserted, and the pillar 10 is firmly attached to the connector 1A. Used to fix to. Further, the end plate portion 2d of the basic joint member 2 serves as a fastening portion to the foundation of a building structure (not shown) in this embodiment, and is fixed to the bottom portion of the H-shaped portion by welding.
Through holes 6 through which the bolts are inserted are provided at four locations (two locations in each H-shaped cross section).

【0018】第1の応用継手部材3は、板面が前記基本
継手部材2の中間板部2cと同一面内に延び、一側端が
前記基本継手部材2の一方の側板部2a、2b(本実施
例では側板部2b)外面中央部への固定部となり、材軸
が水平方向に延びる水平建築部材としての横架材11を
連結するためのボルトが挿通される挿通孔7a、及び、
材軸が斜め方向に延びる少なくとも1つの斜め建築部材
としての斜材12を連結するためのボルトが挿通される
挿通孔7bが開設された連結用板部3aと、板面が水平
方向に延び、一側端が前記基本継手部材2の一方の側板
部2a、2b(本実施例では側板部2b)外面への固定
部となると共に、上面に前記連結用板部3aの下端が固
定され、横架材11を受ける受板部3bと、を含んで構
成されている。
The plate surface of the first applied joint member 3 extends in the same plane as the intermediate plate portion 2c of the basic joint member 2, and one side end thereof has one side plate portion 2a, 2b (of the basic joint member 2). In this embodiment, the side plate portion 2b) is a fixed portion to the central portion of the outer surface, and an insertion hole 7a through which a bolt for connecting a horizontal member 11 as a horizontal building member whose material axis extends in the horizontal direction is inserted,
A connecting plate portion 3a having a through hole 7b through which a bolt for connecting at least one diagonal member 12 as a diagonal building member whose material axis extends in an oblique direction is opened; and a plate surface extending in the horizontal direction, One side end serves as a fixing portion to the outer surface of one of the side plate portions 2a and 2b (in this embodiment, the side plate portion 2b) of the basic joint member 2, and the lower end of the connecting plate portion 3a is fixed to the upper surface, The receiving plate part 3b which receives the frame material 11 is comprised.

【0019】この場合、連結用板部3a及び受板部3b
は、方形状に形成された後で、溶接により相互に固着さ
れる。そして、このように形成された第1の応用継手部
材3は、溶接により基本継手部材2の一方の側板部2
a、2bの外面に固着される。第2の応用継手部材4
は、前記基本継手部材2に嵌合される柱10のうち中間
板部2cに平行な少なくとも1つの側面に固定取付けさ
れるボルトが挿通される挿通孔8が開設された側板部4
aと、板面が鉛直方向に延び、一側端が前記側板部4a
外面中央部への固定部となり、前記水平建築部材として
の横架材11を連結するためのボルトが挿通される挿通
孔9a、及び、少なくとも1つの前記斜め建築部材とし
ての斜材12を連結するためのボルトが挿通される挿通
孔9bが開設された連結用板部4bと、板面が水平方向
に延び、一側端が前記側板部4a外面への固定部となる
と共に、上面に前記連結用板部4bの下端が固定され、
前記横架材11を受ける受板部4cと、を含んで構成さ
れている。
In this case, the connecting plate portion 3a and the receiving plate portion 3b
After being formed into a rectangular shape, they are fixed to each other by welding. The first applied joint member 3 thus formed is welded to the one side plate portion 2 of the basic joint member 2.
It is fixed to the outer surfaces of a and 2b. Second applied joint member 4
Is a side plate portion 4 having an insertion hole 8 through which a bolt fixedly attached to at least one side surface parallel to the intermediate plate portion 2c of the pillar 10 fitted to the basic joint member 2 is formed.
a, the plate surface extends in the vertical direction, and one side end is the side plate portion 4a.
It serves as a fixing part to the central part of the outer surface, and connects an insertion hole 9a into which a bolt for connecting the horizontal member 11 as the horizontal building member is inserted, and at least one diagonal member 12 as the diagonal building member. And a connecting plate portion 4b having an insertion hole 9b through which a bolt for insertion is formed, the plate surface extends in the horizontal direction, and one side end serves as a fixing portion to the outer surface of the side plate portion 4a, and the connecting portion is formed on the upper surface. The lower end of the plate portion 4b is fixed,
The receiving plate part 4c which receives the said horizontal member 11 is comprised.

【0020】本実施例における第1及び第2の応用継手
部材3及び4は、横架材11の上方に斜材12を1つ連
結するための構成をなしているため、前記連結用板部3
a及び4bには、横架材11を連結するための挿通孔7
a、9aが1つ、及び、斜材12を連結するための挿通
孔7b、9bが1つ、即ち、計2ヵ所ずつ開設されてい
る。但し、横架材11或いは斜材12を連結するための
ボルトは1つとは限らず、必要に応じてその数が決定さ
れる。
Since the first and second applied joint members 3 and 4 in this embodiment are configured to connect one diagonal member 12 above the horizontal member 11, the connecting plate portion is used. Three
Insertion holes 7 for connecting the horizontal members 11 are provided in a and 4b.
One a, 9a, and one insertion hole 7b, 9b for connecting the diagonal member 12, that is, two holes in total are provided. However, the number of bolts for connecting the horizontal members 11 or the diagonal members 12 is not limited to one, and the number thereof is determined as necessary.

【0021】なお、第1の応用継手部材3は、基本継手
部材2の側板部2a、2bの少なくとも一方、即ち、基
本継手部材2に最大2つ取り付けることができ、また、
第2の応用継手部材4は、基本継手部材2における第1
の応用継手部材2と直角方向の少なくとも一方、即ち、
基本継手部材2に最大2つ取り付けることができる。こ
のように、任意の数だけ第1の応用継手部材3及び第2
の応用継手部材4を取り付けることができるので、建築
部材用締結装置としてのコネクタのバリエーションを容
易に増やすことができる。
The first applied joint member 3 can be attached to at least one of the side plate portions 2a and 2b of the basic joint member 2, that is, to the basic joint member 2, at most two.
The second applied joint member 4 is the first joint member 2 of the first joint member 2.
Applied joint member 2 of at least one of the directions at right angles, that is,
A maximum of two can be attached to the basic joint member 2. Thus, any number of the first applied joint member 3 and the second applied joint member 3
Since the applied joint member 4 can be attached, it is possible to easily increase the variations of the connector as the fastening device for building members.

【0022】次に、第2の実施例として鉛直建築部材と
しての柱10の柱頭部に使用され、柱10に対して水平
建築部材としての横架材11及び斜め建築部材としての
斜材12を上方から見て2方向に結合するためのコネク
タ1Bを、図2に基づいて説明する。但し、基本継手部
材2、第1及び第2の応用継手部材3、4の基本的な構
成は、上述したコネクタ1Aと同一であるので、その説
明は省略し、ここでは、コネクタ1Aとの相違点のみを
説明する。
Next, as a second embodiment, a pillar head of a pillar 10 as a vertical building member is used, and a horizontal member 11 as a horizontal building member and a diagonal member 12 as a diagonal building member are used for the pillar 10. A connector 1B for coupling in two directions when viewed from above will be described with reference to FIG. However, the basic configuration of the basic joint member 2, the first and second applied joint members 3 and 4 is the same as that of the connector 1A described above, and therefore the description thereof is omitted, and here, the difference from the connector 1A is given. Only the points will be explained.

【0023】コネクタ1Bは、基本継手部材2と第1及
び第2の応用継手部材3、4とから構成されている。こ
の基本継手部材2を構成する端板部2dは、柱10の柱
頭部に使用できるように、H形部の上部に溶接により固
着される。また、この端板部2dには、コネクタ1Aの
ように挿通孔が設けられていないが、コネクタ1Aと全
く同一の基本継手部材2(端板部2dに挿通孔6が開設
されているもの)を共通部品として使用する場合には、
コネクタ1Bの基本継手部材2の端板部2dに挿通孔6
が開設されていても差し支えない。
The connector 1B comprises a basic joint member 2 and first and second applied joint members 3 and 4. The end plate portion 2d constituting the basic joint member 2 is fixed to the upper portion of the H-shaped portion by welding so that the end plate portion 2d can be used for the column head portion of the column 10. Further, the end plate portion 2d is not provided with an insertion hole unlike the connector 1A, but is the same basic joint member 2 as the connector 1A (the end plate portion 2d is provided with an insertion hole 6). When using as a common part,
The insertion hole 6 is formed in the end plate portion 2d of the basic joint member 2 of the connector 1B.
It doesn't matter if there is a.

【0024】また、第1の応用継手部材3の受板部3b
が、連結用板部3aの中間部(本実施例では中央部のや
や下側)に溶接により固着されている。同様に、第2の
応用継手部材4の受板部4cも、連結用板部4bの中間
部に溶接により固着されている。このような位置に受板
部を配置することで、横架材11を受けることができる
ようになる。
The receiving plate portion 3b of the first applied joint member 3 is also used.
However, it is fixed by welding to the intermediate portion of the connecting plate portion 3a (slightly below the central portion in this embodiment). Similarly, the receiving plate portion 4c of the second applied joint member 4 is also fixed to the intermediate portion of the connecting plate portion 4b by welding. By disposing the receiving plate portion at such a position, the horizontal member 11 can be received.

【0025】さらに、基本継手部材2を構成する側板部
2bの下端が延伸され、第1の応用継手部材3の連結用
板部3aの下端の一側端と溶接により固着されること
で、第1の応用継手部材3の強度を高めている。次に、
第3の実施例として鉛直建築部材としての柱10と柱1
0を連結すると共に、その連結部に水平建築部材として
の横架材11及びその上下に斜め建築部材としての斜材
12を上方から見て2方向に結合するためのコネクタ1
Cを、図3に基づいて説明する。ここでも、基本継手部
材2、第1及び第2の応用継手部材3、4の基本的な構
成は、上述したコネクタ1A及び1Bと同一であるの
で、その説明は省略し、ここでは、コネクタ1A及び1
Bとの相違点のみを説明する。
Further, the lower end of the side plate portion 2b constituting the basic joint member 2 is extended and fixed to one side end of the lower end of the connecting plate portion 3a of the first applied joint member 3 by welding, The strength of the applied joint member 3 of No. 1 is increased. next,
As a third embodiment, pillar 10 and pillar 1 as vertical building members
A connector 1 for connecting 0 and a horizontal member 11 as a horizontal building member and a diagonal member 12 as an oblique building member above and below the connecting member 2 in two directions when viewed from above.
C will be described with reference to FIG. Here again, since the basic configuration of the basic joint member 2, the first and second applied joint members 3, 4 is the same as that of the connectors 1A and 1B described above, the description thereof is omitted, and here, the connector 1A is used. And 1
Only the differences from B will be described.

【0026】基本継手部材2を構成する側板部2a、2
b及び中間板部2cは、コネクタ1A、1Bに比べて、
鉛直方向に延伸された方形状に形成されており、これら
の側板部2a、2b及び中間板部2cによって鉛直方向
に延びたH形断面空間が形成されている。そして、端板
部2dが、H形断面空間の中間部(本実施例では、中央
部よりやや上側)に溶接により固着され、H形断面空間
が上下に2分割されている。
Side plate portions 2a, 2 constituting the basic joint member 2
b and the intermediate plate portion 2c are, compared to the connectors 1A and 1B,
It is formed in a rectangular shape extending in the vertical direction, and the side plate portions 2a, 2b and the intermediate plate portion 2c form an H-shaped cross section space extending in the vertical direction. Then, the end plate portion 2d is fixed by welding to an intermediate portion (slightly above the central portion in the present embodiment) of the H-shaped cross-sectional space, and the H-shaped cross-sectional space is vertically divided into two.

【0027】また、基本継手部材2の中間板部2cに
は、その上下に2分割されたH形断面空間夫々に、ボル
トが挿通される挿通孔5が2ヵ所ずつ、即ち、計4ヵ所
開設されている。ここで、第1の応用継手部材3におけ
る連結用板部3aには、横架材11を連結するためのボ
ルトが挿通される挿通孔7a、及び、2つの斜材12を
連結するためのボルトが挿通される挿通孔7bが計4ヵ
所開設されており、また、第2の応用継手部材4におけ
る連結用板部4bにも、同様に、ボルトが挿通する挿通
孔9a及び9bが計4ヵ所開設されている。そして、第
1及び第2の応用継手部材3及び4における受板部3
b、4cが、横架材11とその下方に連結される斜材1
2との間に設けられ、横架材11を受けるようになって
いる。
Further, the intermediate plate portion 2c of the basic joint member 2 is provided with two through holes 5 through which the bolts are inserted, that is, a total of four holes, in each of the H-shaped cross-section spaces divided into upper and lower parts. Has been done. Here, the connection plate portion 3a of the first applied joint member 3 has an insertion hole 7a into which a bolt for connecting the horizontal member 11 is inserted, and a bolt for connecting the two diagonal members 12. There are a total of four insertion holes 7b through which the bolts are inserted, and a total of four insertion holes 9a and 9b, through which the bolts are inserted, in the connecting plate portion 4b of the second applied joint member 4. It has been opened. Then, the receiving plate portion 3 in the first and second applied joint members 3 and 4
b and 4c are horizontal members 11 and diagonal members 1 connected below
It is provided between the two and receives the horizontal member 11.

【0028】さらに、基本継手部材2を構成する側板部
2bの下端が延伸され、第1の応用継手部材3の連結用
板部3aの下端の一側端と溶接により固着されること
で、第1の応用継手部材4の強度を高めている。次にか
かるコネクタ1A〜1Cを使用した建築部材の結合形態
を、図4に基づいて説明する。ここでは、代表例として
図1のコネクタ1Aの結合形態について説明し、他のコ
ネクタ1B及び1Cの結合形態は、基本的にはコネクタ
1Aと同様であるので省略する。
Further, the lower end of the side plate portion 2b constituting the basic joint member 2 is extended and fixed to one side end of the lower end of the connecting plate portion 3a of the first applied joint member 3 by welding, The strength of the applied joint member 4 of No. 1 is increased. Next, a connection form of building members using the connectors 1A to 1C will be described with reference to FIG. Here, as a representative example, the connection form of the connector 1A of FIG. 1 will be described, and the connection form of the other connectors 1B and 1C is basically the same as that of the connector 1A, and therefore omitted.

【0029】図4は、基本継手部材2に対し、第1の応
用継手部材3及び第2の応用継手部材4を夫々1つ取り
付けたコネクタ1Aを使用して、鉛直建築部材としての
柱10、水平建築部材としての横架材11及び斜め建築
部材としての斜材12を、基礎13に結合する一例を示
している。即ち、建築構造物の基礎13に埋設されてい
るアンカーボルト14を、基本継手部材2を構成する端
板部2dに開設した挿通孔6(図示せず)に挿通し、端
板部2dからのボルト突出部にワッシャ及びナット15
(以下、ナットと略記する)を嵌合することで、コネク
タ1Aを基礎13に強固に固定する。このナット15
は、図4に表示されない反対側の端板部2dからのボル
ト突出部にも嵌合される。
FIG. 4 shows a column 10 as a vertical building member using a connector 1A in which one first applied joint member 3 and one second applied joint member 4 are attached to the basic joint member 2. An example in which a horizontal member 11 as a horizontal building member and a diagonal member 12 as an oblique building member are connected to a foundation 13 is shown. That is, the anchor bolt 14 embedded in the foundation 13 of the building structure is inserted into the insertion hole 6 (not shown) formed in the end plate portion 2d constituting the basic joint member 2 to remove the anchor bolt 14 from the end plate portion 2d. Washer and nut 15 on the bolt protrusion
By fitting (hereinafter, abbreviated as a nut), the connector 1A is firmly fixed to the foundation 13. This nut 15
Is also fitted to a bolt protruding portion from the opposite end plate portion 2d not shown in FIG.

【0030】次に、基本継手部材2に結合される柱10
には、予め基本継手部材2を構成する中間板部2cと嵌
合するスリット10aを形成しておく。そして、この柱
10に形成したスリット10aを中間板部2cに嵌合し
て、第2の応用継手部材4の挿通孔8から挿通したボル
トを柱10の挿通孔10b及び中間板部2cの挿通孔5
に挿入し、柱10からのボルト突出部にナット(図示せ
ず)を嵌合することで、柱10を強固に固定する。この
場合、第2の応用継手部材4も柱10と同時に固定され
る。なお、柱10の下端に、コネクタ1Aを基礎13に
固定したスタッドボルト14及びナット15との干渉を
さける溝を形成しておけば、柱10の下端端部が端板部
2dに突き当たるので、柱10の材軸下向き荷重に対し
てより有利になる。
Next, the pillar 10 connected to the basic joint member 2
The slit 10a that fits with the intermediate plate portion 2c that constitutes the basic joint member 2 is formed in advance. Then, the slit 10a formed in the column 10 is fitted into the intermediate plate portion 2c, and the bolt inserted through the insertion hole 8 of the second applied joint member 4 is inserted through the insertion hole 10b of the column 10 and the intermediate plate portion 2c. Hole 5
The column 10 is firmly fixed by inserting a nut (not shown) into the bolt protruding portion from the column 10. In this case, the second applied joint member 4 is also fixed at the same time as the column 10. If a groove is formed at the lower end of the pillar 10 to prevent interference with the stud bolt 14 and the nut 15 that fix the connector 1A to the foundation 13, the lower end of the pillar 10 abuts the end plate 2d. This is more advantageous for the axial downward load of the column 10.

【0031】また、第1の応用継手部材3に結合される
横架材11及び斜材12は、上述した柱10と同様の結
合方法により、強固にコネクタ1Aに固定される。即
ち、横架材11及び斜材12に、予めスリット11a、
12aを形成しておき、このスリット11a、12aを
結合用板部3aに嵌合し、挿通孔7a、7b、11b、
12bを介してボルト及びナットからなる締結手段によ
って固定される。ここで、横架材11下面に第1の応用
継手部材3の受板部3bの逃げ11cを予め形成してお
けば、横架材11の下面が基礎13と同一面に配置され
るようになるので、例えば、横架材11の下部に基礎1
3がある場合には、横架材11の撓み等を防止すること
ができる。
Further, the horizontal member 11 and the diagonal member 12 to be joined to the first applied joint member 3 are firmly fixed to the connector 1A by the same joining method as for the pillar 10 described above. That is, the slits 11a, the slits 11a,
12a is formed in advance, the slits 11a and 12a are fitted to the coupling plate portion 3a, and the insertion holes 7a, 7b and 11b,
It is fixed by a fastening means consisting of a bolt and a nut via 12b. Here, if the relief 11c of the receiving plate portion 3b of the first applied joint member 3 is formed on the lower surface of the horizontal member 11 in advance, the lower surface of the horizontal member 11 is arranged on the same plane as the foundation 13. Therefore, for example, the foundation 1 is attached to the lower part of the horizontal member 11.
When there is 3, it is possible to prevent the horizontal member 11 from bending and the like.

【0032】一方、第2の応用継手部材4に結合される
横架材11及び斜材12は、第1の応用継手部材3への
結合方法と同一であるので、その説明は省略する。な
お、以上説明した本発明の実施形態では、締結手段の一
例としてボルトとナットを使用したが、この締結手段に
限らず、例えば、図5に示すようなドリフトピン(図5
(a) 及び(b) )或いはラグスクリュー(図5(c) )等の
締結手段を使用してもよい。但し、図5に示す締結手段
は、本実施形態の締結手段を必要とする全ての箇所で使
用できるわけではなく、例えば、図4における横架材1
1及び斜材12を連結する場合のように、建築部材にい
かなる方向の荷重が加わっても、建築部材がコネクタか
ら外れるおそれのない場合にのみ使用できる。
On the other hand, since the horizontal member 11 and the diagonal member 12 to be joined to the second applied joint member 4 are the same as the method of joining to the first applied joint member 3, the description thereof will be omitted. Although the bolt and the nut are used as an example of the fastening means in the embodiment of the present invention described above, the fastening means is not limited to this fastening means, and for example, a drift pin (see FIG. 5).
Fastening means such as (a) and (b)) or a lag screw (Fig. 5 (c)) may be used. However, the fastening means shown in FIG. 5 cannot be used at all places where the fastening means of the present embodiment is required, and for example, the horizontal member 1 in FIG.
It can be used only when there is no risk that the building member will come off from the connector even if a load is applied to the building member in any direction, as in the case of connecting 1 and the diagonal member 12.

【0033】ここで、図5(b) におけるドリフトピン
は、本発明の出願人が現在特許出願中のものである。以
上説明したコネクタ1A〜1Cによれば、単なるボルト
締め等の締結手段を用いるという単純な作業によるのみ
で、建築部材としての柱への横架材及び斜材の結合が完
了できる。そして、建坪及び高さも極少量の定尺品で自
由に変えることができ、建築完了後においても、予め増
改築を予定して、それ用の継手装置を用いておけば、そ
の増改築も極めて容易であり、あたかも色々な形状のブ
ロック玩具を組み合わせる如く、少数規格品を用いて需
要者の要求に応じて各種各様の家屋を次々に構成するこ
とができる。又、継手装置及びこれによって接続される
建築部材を規格化できるので、継手装置を工場で全て用
意し、使用する建築部材のみを工場でプレカットして用
意すれば良い。更に、継手装置を用いて行う建築部材の
結合は極めて強固であり、従来公知の単なる鉄板やボル
ト・ナットを用いる方法に比して圧倒的に強度が大であ
る。
Here, the drift pin in FIG. 5 (b) is currently being applied for a patent by the applicant of the present invention. According to the connectors 1A to 1C described above, the coupling of the horizontal member and the diagonal member to the pillar as the building member can be completed by only a simple work of using fastening means such as bolting. The floor area and height can also be freely changed with a very small amount of fixed-size products. Even after the completion of construction, if expansion and remodeling are planned in advance, and if jointing equipment for it is used, the remodeling will be extremely easy It is easy and various kinds of houses can be constructed one after another according to the demands of the consumer by using a small number of standard products, as if combining block toys of various shapes. Further, since the joint device and the building members connected thereby can be standardized, all the joint devices need to be prepared at the factory, and only the building members to be used are precut at the factory. Further, the joining of building members using the joint device is extremely strong, and is overwhelmingly strong as compared with a conventionally known method using simple iron plates or bolts and nuts.

【0034】上記継手装置の特記すべき特徴は、次の通
りである。即ち、従来の立方体若しくは直方体形状の継
手本体に代えて、単なるH形断面形状の継手部材を基本
のものとして使用するので、継手装置として重量並びに
材料の低減を図れ、コストダウンを図れると共に、重量
が軽い結果、取扱も簡単で、建築部材の結合作業が容易
である。
Notable features of the joint device are as follows. That is, instead of the conventional cubic or rectangular parallelepiped joint body, a simple H-shaped cross-section joint member is used as a basic member, so that the weight and material of the joint device can be reduced, and the cost can be reduced. As a result of its light weight, it is easy to handle and the work of joining building members is easy.

【0035】又、継手を製作するに当たって、溶接箇所
が少ない等工数が少なく、製作性に優れるものである。
Further, in manufacturing the joint, the number of man-hours such as the number of welding points is small and the manufacturability is excellent.

【0036】[0036]

【発明の効果】以上説明したように、請求項1に係る発
明によれば、継手装置として重量並びに材料の低減を図
れ、コストダウンを図れると共に、建築部材としての柱
への横架材及び斜材の結合作業の簡略化を図れ、作業能
率をより向上できる。又、製作性に優れ、建築部材間の
寸法に誤差が生じ難い。
As described above, according to the invention of claim 1, the joint device can reduce the weight and the material, the cost can be reduced, and the horizontal member and the diagonal member for the pillar as the building member can be achieved. The work of joining the materials can be simplified, and the work efficiency can be further improved. In addition, it is excellent in manufacturability and hardly causes an error in dimensions between building members.

【0037】更に、建築部材の縦横に捕らわれずに、建
築部材の締結が行え、アイテムを少なくすることがで
き、製作性の向上やコスト低減に貢献する。特に、本発
明の継手装置を使用した建築方法は、複雑な仕口、継手
が不要であり、構造上の強度のばらつきもなく、建築部
材の結合は極めて強固である。又、建築作業が非常に行
い易く、工期が著しく短縮でき、極めて経済的であり、
少数規格品を用いて需要者の要求に応じて各種各様の建
築物を次々に構造することができる。
Further, the building members can be fastened without being caught in the vertical and horizontal directions of the building members, the number of items can be reduced, and the productivity is improved and the cost is reduced. In particular, the building method using the joint device of the present invention does not require complicated joints and joints, does not vary in structural strength, and the connection of building members is extremely strong. Also, construction work is very easy to perform, the construction period can be shortened significantly, and it is extremely economical.
Various types of buildings can be constructed one after another according to the demands of customers by using a small number of standard products.

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

【図1】 本発明に係る建築部材用継手装置の第1の実
施例を示す斜視図
FIG. 1 is a perspective view showing a first embodiment of a joint device for building members according to the present invention.

【図2】 同上の第2の実施例を示す斜視図FIG. 2 is a perspective view showing a second embodiment of the present invention.

【図3】 同上の第3の実施例を示す斜視図FIG. 3 is a perspective view showing a third embodiment of the present invention;

【図4】 同上の結合形態の一例を示す斜視図FIG. 4 is a perspective view showing an example of a connection mode according to the embodiment.

【図5】 各種締結手段を示す図で、(a) はドリフトピ
ンの一例を示す斜視図、(b) はドリフトピンの他の一例
を示す斜視図、(c) はラグスクリューの一例を示す正面
FIG. 5 is a view showing various fastening means, (a) is a perspective view showing an example of a drift pin, (b) is a perspective view showing another example of a drift pin, and (c) is an example of a lag screw. Front view

【符号の説明】[Explanation of symbols]

1A〜1C コネクタ 2 基本継手部材 2a、2b 側板部 2c 中間板部 2d 端板部 3 第1の応用継手部材 3a 連結用板部 3b 受板部 4 第2の応用継手部材 4a 側板部 4b 連結用板部 4c 受板部 5 挿通孔 7a、7b 挿通孔 8 挿通孔 9a、9b 挿通孔 10 柱 11 横架材 12 斜材 1A-1C Connector 2 Basic joint member 2a, 2b Side plate part 2c Intermediate plate part 2d End plate part 3 First applied joint member 3a Connecting plate part 3b Receiving plate part 4 Second applied joint member 4a Side plate part 4b For connecting Plate part 4c Receiving plate part 5 Insertion hole 7a, 7b Insertion hole 8 Insertion hole 9a, 9b Insertion hole 10 Column 11 Horizontal member 12 Diagonal material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】以下のAに示される締結手段と共に用いら
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。 A 締結手段 B 鉛直方向に所定間隔をもって平行に対面して配置さ
れる一対の第1及び第2の側板部と、板面が鉛直方向に
延び、前記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、第1の前記締結
手段が挿通される挿通孔が開設された中間板部と、板面
が水平方向に延び、周端の一端が前記第1及び第2の側
板部並びに中間板部に固定される端板部と、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
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側板部外面中央
部への固定部となり、材軸が水平方向に延びる水平建築
部材を連結するための第2の前記締結手段が挿通される
挿通孔、及び、材軸が斜め方向に延びる少なくとも1つ
の斜め建築部材を連結するための第3の前記締結手段が
挿通される挿通孔が開設された第1の連結用板部と、板
面が水平方向に延び、一側端が前記基本継手部材の一方
の側板部外面への固定部となると共に、上面に前記第1
の連結用板部の下端が固定され、前記水平建築部材を受
ける第1の受板部と、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
に固定取付けされる第4の前記締結手段が挿通される挿
通孔が開設された第3の側板部と、板面が鉛直方向に延
び、一側端が前記第3の側板部外面中央部への固定部と
なり、前記水平建築部材を連結するための第5の前記締
結手段が挿通される挿通孔、及び、少なくとも1つの前
記斜め建築部材を連結するための第6の前記締結手段が
挿通される挿通孔が開設された第2の連結用板部と、板
面が水平方向に延び、一側端が前記第3の側板部外面へ
の固定部となると共に、上面に前記第2の連結用板部の
下端が固定され、前記水平建築部材を受ける第2の受板
部と、を含んで構成された第2の応用継手部材。
1. A base joint member shown in B used in combination with a fastening means shown in A below, and constructed by combining at least one of first and second applied joint members shown in C and D. Joint device for building members. A fastening means B A pair of first and second side plate portions arranged to face each other in parallel in the vertical direction at a predetermined interval, and the plate surfaces extend in the vertical direction, and both sides are provided at the central portions of the inner surfaces facing each other. An intermediate plate part having fixed ends for interconnecting both side plate parts and having an insertion hole through which the first fastening means is inserted, and the plate surface extends in the horizontal direction, and one end of the peripheral end is An end plate part fixed to the first and second side plate parts and the intermediate plate part, and a space into which an end part of at least one vertical building member whose material axis extends in the vertical direction is fitted. A basic joint member that forms an H-shaped horizontal cross-section. C Horizontal construction in which the plate surface extends in the same plane as the intermediate plate portion of the basic joint member, and one side end serves as a fixing portion to the central portion of the outer surface of one side plate portion of the basic joint member, and the material axis extends horizontally. An insertion hole through which the second fastening means for connecting members are inserted, and an insertion hole through which the third fastening means for connecting at least one diagonal building member whose material axis extends in the oblique direction is inserted. A first connecting plate portion having a hole and a plate surface extending in the horizontal direction, one side end of which serves as a fixing portion to the outer surface of one side plate portion of the basic joint member, and the first connecting plate portion on the upper surface.
And a first receiving plate portion for receiving the horizontal building member, the lower end of the connecting plate portion being fixed, and a first applied joint member. D An insertion hole for inserting the fourth fastening means fixedly attached to at least one side surface parallel to the intermediate plate portion of the end portion of the vertical building member fitted to the basic joint member is provided. The third side plate portion and the plate surface extend in the vertical direction, and one side end serves as a fixing portion to the central portion of the outer surface of the third side plate portion, and the fifth fastening means for connecting the horizontal building members. And a second connecting plate portion in which an inserting hole through which the sixth fastening means for connecting at least one of the diagonal building members is inserted, and a plate surface are horizontal. A second receiving plate that extends in the direction, one side end of which serves as a fixing portion to the outer surface of the third side plate portion, and the lower end of the second connecting plate portion is fixed to the upper surface thereof to receive the horizontal building member. And a second applied joint member configured to include a part.
JP33144995A 1995-12-20 1995-12-20 Joint equipment for building components Expired - Lifetime JP2893580B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33144995A JP2893580B2 (en) 1995-12-20 1995-12-20 Joint equipment for building components

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33144995A JP2893580B2 (en) 1995-12-20 1995-12-20 Joint equipment for building components

Publications (2)

Publication Number Publication Date
JPH09170268A true JPH09170268A (en) 1997-06-30
JP2893580B2 JP2893580B2 (en) 1999-05-24

Family

ID=18243783

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33144995A Expired - Lifetime JP2893580B2 (en) 1995-12-20 1995-12-20 Joint equipment for building components

Country Status (1)

Country Link
JP (1) JP2893580B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1188871A2 (en) * 2000-08-04 2002-03-20 Kaufmann Holz AG System in the form of a building
JP2005290937A (en) * 2004-04-06 2005-10-20 Masahiro Takemori Earthquake-resisting metal fitting
JP2012057447A (en) * 2010-09-13 2012-03-22 Saito Mokuzai Kogyo Kk Method for joining brace to horizontal member and vertical structural member with metallic fitting in wooden building
CN102808454A (en) * 2011-05-30 2012-12-05 深圳市美尊轻钢房屋有限公司 Corner fitting device for cellular building, cellular building and construction method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101906499B1 (en) * 2017-04-28 2018-10-10 에이치엔디종합건설 주식회사 Wooden joining assembly for high-rise wooden building

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1188871A2 (en) * 2000-08-04 2002-03-20 Kaufmann Holz AG System in the form of a building
EP1188871A3 (en) * 2000-08-04 2003-10-22 Kaufmann Holz AG System in the form of a building
JP2005290937A (en) * 2004-04-06 2005-10-20 Masahiro Takemori Earthquake-resisting metal fitting
JP4503337B2 (en) * 2004-04-06 2010-07-14 正博 竹森 Seismic bracket
JP2012057447A (en) * 2010-09-13 2012-03-22 Saito Mokuzai Kogyo Kk Method for joining brace to horizontal member and vertical structural member with metallic fitting in wooden building
CN102808454A (en) * 2011-05-30 2012-12-05 深圳市美尊轻钢房屋有限公司 Corner fitting device for cellular building, cellular building and construction method

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