JPH05311743A - Method of connecting construction of building construction material and connecting material therefor - Google Patents

Method of connecting construction of building construction material and connecting material therefor

Info

Publication number
JPH05311743A
JPH05311743A JP13987392A JP13987392A JPH05311743A JP H05311743 A JPH05311743 A JP H05311743A JP 13987392 A JP13987392 A JP 13987392A JP 13987392 A JP13987392 A JP 13987392A JP H05311743 A JPH05311743 A JP H05311743A
Authority
JP
Japan
Prior art keywords
pieces
bent
pillar
piece
orthogonal
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.)
Pending
Application number
JP13987392A
Other languages
Japanese (ja)
Inventor
Hitoshi Takeuchi
仁士 竹内
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP13987392A priority Critical patent/JPH05311743A/en
Publication of JPH05311743A publication Critical patent/JPH05311743A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To obtain strong earthquakeproof construction by reinforcement- connecting orthogonal connecting sections. CONSTITUTION:A reinforcing piece 13 mutually bonding rectangularly bent abutting pieces 11, 12 including said bent sections is connected continuously at a central section in the abutting pieces while mounting holes 15 are bored to the abutting pieces 11, 12 in sections with no reinforcing piece 13. Connecting materials 1 formed by protruding engaging pieces 14 formed by folding to the rear sides at both ends of the abutting pieces 11, 12 are used, and the engaging pieces 14 of the connecting materials 1 are engaged with the engaging grooves 21, 31 of a through pillar 2 and a drum pillar 3 at the all orthogonal connecting sections of the through pillar 2 and the drum pillar 3. Bolts 4 are inserted into bolt inserting holes 22, 32 communicated with the opposed connecting materials 1, and both ends of the bolts are clamped by nuts 5 and the connecting materials 1 are fixed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建築構造材を強く連結
して耐震構造とする工法及びそれに用いる連結材に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method for strongly connecting building structural materials into an earthquake-resistant structure and a connecting material used therefor.

【0002】[0002]

【従来の技術】従来では、通し柱等の縦柱材と胴柱等の
横柱材との直交連結部において、図8のように、縦柱材
を介して横柱材をボルト止着していたのであり、さら
に、火打ち材や筋交材を配してその連結を補強をしてい
た。しかしながら、木材では吸湿乾燥によって伸縮する
ことから、ボルトが役に立たないことになり、また、複
数本のボルトの使用ではボルト用挿通孔の複数透設によ
ってその部位の柱材が弱くなる問題点があった。
2. Description of the Related Art Conventionally, as shown in FIG. 8, a horizontal pillar member is bolted to the vertical pillar member such as a through pillar as shown in FIG. In addition, fired materials and bracing materials were placed to reinforce the connection. However, since the wood expands and contracts due to moisture absorption and drying, the bolts become useless, and when multiple bolts are used, there is a problem that the pillar material at that site becomes weak due to the multiple through holes for the bolts. It was

【0003】[0003]

【発明が解決しようとする課題】そこで本発明は、縦柱
材と横柱材との直交連結部に加工を施すことなく、直交
連結部に止着して相互に連結できる連結材と、それを用
いることで簡単に且つ強く連結できる方法を提供するも
のである。
SUMMARY OF THE INVENTION Therefore, according to the present invention, there is provided a connecting member which can be fastened to the orthogonal connecting portions and connected to each other without processing the orthogonal connecting portions of the vertical column members and the horizontal column members. It is intended to provide a method capable of easily and strongly connecting by using.

【0004】[0004]

【課題を解決するための手段】このため本発明は、縦柱
材と横柱材との直交連結部において、直角に折曲した当
接片にその折曲部付近に一体の補強片を連設して成る連
結材を夫々の直交角面にネジ止着する構成としている。
なお、柱材を介して反対側に配した連結材をボルトで連
結螺着してもよい。また、連結材は、直角に折曲した当
接片に取付孔を透設すると共に、該折曲部を含んで当接
片相互を連結した補強片を連設し、当接片の両端又はい
ずれか一端に裏側へ折返して成る係止片を突設した構成
としている。
Therefore, according to the present invention, in the orthogonal connection portion between the vertical column member and the horizontal column member, the abutting piece bent at a right angle is provided with the integral reinforcing piece in the vicinity of the bent portion. The connecting members that are provided are screwed to the respective orthogonal corner surfaces.
In addition, the connecting member arranged on the opposite side through the pillar member may be connected and screwed by a bolt. Further, the connecting member has a mounting hole formed through a contact piece bent at a right angle, and a reinforcing piece including the bent portion and connecting the contact pieces to each other. It has a structure in which a locking piece formed by folding back to the back side is provided at one end.

【0005】[0005]

【作用】縦柱材と横柱材との直交連結部に夫々当接片を
止着することにより、補強片が火打ち材と同様の作用を
果たして連結部を強く補強できるのである。また、連結
材が直角に折曲した形状のため鉛直出し或いは水平出し
が容易となって計測作業の手間が少なくできるのであ
る。さらに、裏側へ折り返た係止片を有する連結材は、
その止着時に係止溝を設けた柱材との位置決めが容易で
止着が簡単にできるのである。
By fixing the abutting pieces to the orthogonal connecting portions of the vertical column members and the horizontal column members respectively, the reinforcing pieces perform the same action as the fired material and can strongly reinforce the connecting portions. In addition, since the connecting member is bent at a right angle, vertical or horizontal alignment can be easily performed, and the labor of measurement work can be reduced. Furthermore, the connecting material having the locking piece folded back to the back side,
At the time of the fastening, the positioning with the pillar material provided with the locking groove is easy and the fastening can be done easily.

【0006】[0006]

【実施例】以下、本発明の連結材の図示実施例を説明し
ながら、連結方法もあわせて説明する。図1及び図2で
示す本例の連結工法は、通し柱2と胴柱3との直交連結
部に、図3で示す連結材1を止着するものである。連結
材1は、金属製で、直角に折曲した当接片11,12
に、該折曲部を含んで当接片相互を連結した補強片13
を中央部に連設すると共に、補強片13のない部位の当
接片11,12に取付孔15を透設し、さらに当接片1
1,12の両端に裏側へ折り返して成る係止片14を突
設した構成としている。
EXAMPLES Examples of the connecting material according to the present invention will be described below, and a connecting method will also be described. In the connecting method of this example shown in FIGS. 1 and 2, the connecting member 1 shown in FIG. 3 is fixed to the orthogonal connecting portion between the through column 2 and the body column 3. The connecting member 1 is made of metal, and the contact pieces 11 and 12 are bent at right angles.
A reinforcing piece 13 including the bent portions and connecting the contact pieces to each other.
And the attachment holes 15 are provided through the contact pieces 11 and 12 in the area where the reinforcing piece 13 is not provided.
A locking piece 14 formed by being folded back to the back side is provided at both ends of 1 and 12.

【0007】通し柱2と胴柱3との全ての直交連結部
に、連結材1の折曲部を直交連結部の角部に当てた状態
で当接片11,12を止着するのであるが、本例では、
通し柱2と胴柱3に予め係止片14を配置できる係止溝
21,31を欠設すると共に、対向する取付孔15を連
通できる巾方向のボルト挿通孔22,32を透設してい
る。
The contact pieces 11 and 12 are fixed to all the orthogonal connecting portions of the through columns 2 and the body columns 3 with the bent portions of the connecting material 1 abutting the corner portions of the orthogonal connecting portions. , In this example,
The through columns 2 and the body column 3 are provided with locking grooves 21 and 31 in which the locking pieces 14 can be arranged in advance, and bolt width holes 22 and 32 in the width direction through which the mounting holes 15 facing each other can be communicated. ..

【0008】このため、まず、連結材1の係止片14を
通し柱2と胴柱3の係止溝21,31に係止させて連結
材1を位置決め配置する。ついで、図4のように、対向
する連結材1と連通したボルト挿通孔22,32にボル
ト4を挿通し、その両端をナット5で螺締するのであ
る。なお、図2のように、通し柱2と胴柱3との直交部
がない連結面部では、十字状或いはT字状のプレート板
6を用いて、対向する連結材1とボルト止着すればよ
い。また、本例では連結材1を柱材2,3の中央部に止
着している。
Therefore, first, the engaging piece 14 of the connecting member 1 is engaged with the engaging grooves 21 and 31 of the through column 2 and the body column 3 to position and position the connecting member 1. Then, as shown in FIG. 4, the bolt 4 is inserted into the bolt insertion holes 22 and 32 communicating with the facing connecting member 1, and both ends thereof are screwed with the nuts 5. In addition, as shown in FIG. 2, at the connecting surface portion where there is no orthogonal portion between the through column 2 and the body column 3, a cross-shaped or T-shaped plate plate 6 may be used to fasten the opposing connecting member 1 and the bolt. .. Further, in this example, the connecting member 1 is fixed to the central portions of the pillar members 2 and 3.

【0009】このように本例によると、通し柱2と胴柱
3との全ての直交連結部が連結材1による止着によって
相互に強く連結され、傾斜状となる補強片13によって
補強されるのである。しかも、対向する連結材1がボル
ト4によって一体に連結されるため直交連結部が相互に
一体化するのである。また、本例では連結材1を柱材
2,3の中央部に止着しているため、その両側で筋交い
材を配置でき、或いは仕上げによって連結材1が壁内に
隠蔽するのである。
As described above, according to this embodiment, all the orthogonal connecting portions of the through columns 2 and the body columns 3 are strongly connected to each other by the fastening by the connecting member 1 and are reinforced by the inclined reinforcing pieces 13. is there. Moreover, since the connecting members 1 facing each other are integrally connected by the bolts 4, the orthogonal connecting portions are integrated with each other. Further, in this example, since the connecting member 1 is fixed to the central portions of the pillar members 2 and 3, the bracing members can be arranged on both sides thereof, or the connecting member 1 is concealed in the wall by finishing.

【0010】したがって、極めて丈夫な耐震構造体とな
るのである。また、連結材1が直角に折曲した形状のた
め、通し柱2が鉛直設置してあれば胴柱3の水平接続が
容易となり、また図5のように束材7の鉛直連結が簡単
となるのである。さらに、図示しないが、土台基礎材と
束材との直交連結部の他、全ての柱材の直交連結部に用
いれば鉛直に建築できるのである。
Therefore, an extremely strong earthquake-resistant structure is obtained. Further, since the connecting member 1 is bent at a right angle, if the through-column 2 is installed vertically, horizontal connection of the body column 3 becomes easy, and as shown in FIG. 5, the bundle member 7 becomes easy to connect vertically. Of. Further, although not shown, it is possible to construct vertically if it is used not only for the orthogonal connection portion of the base material and the bundle material but also for the orthogonal connection portion of all the column materials.

【0011】なお、本発明の手段、構成は本例に限定さ
れない。例えば、連結工法にあっては、連結材の構成は
問わず、図6のように、折曲部の端部に補強片を配置
し、また係止片は連設しなくてもよい。即ち、直角に折
曲した当接片に取付孔を透設すると共に、該折曲部を含
んで当接片相互を連結した補強片を連設していればよ
い。そして、その止着手段も適宜であり、図7のよう
に、対向する連結材を相互に連結しないでネジ止めして
もよい。さらに、建築構造材は木材に限らず、鉄骨材な
どでもよい。
The means and configuration of the present invention are not limited to this example. For example, in the connecting method, regardless of the structure of the connecting member, a reinforcing piece may be arranged at the end of the bent portion, and the locking pieces may not be continuously arranged, as shown in FIG. That is, the attachment hole may be provided through the contact piece bent at a right angle, and the reinforcing piece including the bent portion and connecting the contact pieces may be connected in series. The fastening means is also appropriate, and as shown in FIG. 7, the facing connecting members may be screwed together without being connected to each other. Further, the building structure material is not limited to wood, but may be steel frame material or the like.

【0012】また、連結材の発明にあっては、その素材
は問わず、金属、軽金属、硬質プラスチック製でもよ
い。また当接片や補強片の形状、長さは任意であり、取
付孔の数も限定されない。さらに、係止片の形状や折返
し角度も問わず、当接片のいずれか一端に連設したもの
でもよい。
Further, in the invention of the connecting member, any material may be used, and the connecting member may be made of metal, light metal or hard plastic. Further, the shape and length of the contact piece and the reinforcing piece are arbitrary, and the number of mounting holes is not limited. Further, regardless of the shape and the folding angle of the engaging piece, the engaging piece may be continuously provided at one end of the abutting piece.

【0013】[0013]

【発明の効果】本発明工法によると、通し柱と胴柱等の
建築構造材の直交連結部が連結材による止着によって相
互に強く連結され、傾斜状となる補強片によって補強さ
れる効果が大きく、極めて丈夫な耐震構造体となるので
ある。請求項2では、対向する連結材がボルトによって
一体に連結されるため直交連結部が相互に一体化して一
層強固に連結されるのである。また、請求項3の連結材
では、係止片によって仮止めでき安定配置できるのであ
る。
According to the construction method of the present invention, the orthogonal connecting portions of the building structure materials such as the through columns and the body columns are strongly connected to each other by the fastening by the connecting material, and the effect of being reinforced by the inclined reinforcing pieces is great. , It will be an extremely strong earthquake-resistant structure. In the second aspect, since the connecting members facing each other are integrally connected by the bolts, the orthogonal connecting portions are integrated with each other and are more firmly connected. Further, in the connecting member according to the third aspect, it can be temporarily fixed by the locking piece and can be stably arranged.

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

【図1】本発明の一例を示す連結部の斜視図である。FIG. 1 is a perspective view of a connecting portion showing an example of the present invention.

【図2】その背面側からの斜視図である。FIG. 2 is a perspective view from the back side thereof.

【図3】連結材の一実施例を示す斜視図である。FIG. 3 is a perspective view showing an example of a connecting member.

【図4】その連結部の縦断面図である。FIG. 4 is a vertical sectional view of the connecting portion.

【図5】屋根部に用いた概略正面図である。FIG. 5 is a schematic front view of a roof portion.

【図6】連結材の別例の斜視図である。FIG. 6 is a perspective view of another example of a connecting member.

【図7】別例止着方法の縦断面図である。FIG. 7 is a vertical cross-sectional view of another example fastening method.

【図8】従来の連結手段の縦断面図である。FIG. 8 is a vertical sectional view of a conventional connecting means.

【符号の説明】[Explanation of symbols]

1 連結材 11,12 当接片 13 補強片 14 係止片 15 取付孔 2 通し柱 21 係止溝 22 ボルト挿通孔 3 胴柱 31 係止溝 4 ボルト 5 ナット 6 プレート板 7 束材 DESCRIPTION OF SYMBOLS 1 Connecting material 11, 12 Abutment piece 13 Reinforcing piece 14 Locking piece 15 Mounting hole 2 Through column 21 Locking groove 22 Bolt insertion hole 3 Body column 31 Locking groove 4 Bolt 5 Nut 6 Plate plate 7 Bundle material

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 縦柱材と横柱材との直交連結部におい
て、直角に折曲した当接片にその折曲部付近に一体の補
強片を連設して成る連結材を夫々の直交角面にネジ止着
することを特徴とする建築構造材の連結工法。
1. An orthogonal connecting portion between a vertical column member and a horizontal column member, in which each connecting member is formed by connecting an abutting piece bent at a right angle and an integral reinforcing piece in the vicinity of the bent portion. A method of connecting building structures, which is characterized by fastening screws to the corners.
【請求項2】 柱材を介して反対側に配した連結材をボ
ルトで連結螺着した請求項1の連結工法。
2. The connecting method according to claim 1, wherein the connecting member arranged on the opposite side through the pillar member is connected and screwed with a bolt.
【請求項3】 直角に折曲した当接片11,12に取付
孔15を透設すると共に、該折曲部を含んで当接片相互
を連結した補強片13を連設し、当接片の両端又はいず
れか一端に裏側へ折返して成る係止片14を突設したこ
とを特徴とする建築構造材の連結材。
3. Abutment pieces (15, 12) bent at right angles are provided with mounting holes (15), and reinforcing pieces (13) including the bent parts and connecting the contact pieces are continuously provided to make contact. A connecting member of a building structure material, characterized in that a locking piece 14 formed by folding back to the back side is provided at both ends or one end of the piece.
JP13987392A 1992-05-02 1992-05-02 Method of connecting construction of building construction material and connecting material therefor Pending JPH05311743A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13987392A JPH05311743A (en) 1992-05-02 1992-05-02 Method of connecting construction of building construction material and connecting material therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13987392A JPH05311743A (en) 1992-05-02 1992-05-02 Method of connecting construction of building construction material and connecting material therefor

Publications (1)

Publication Number Publication Date
JPH05311743A true JPH05311743A (en) 1993-11-22

Family

ID=15255553

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13987392A Pending JPH05311743A (en) 1992-05-02 1992-05-02 Method of connecting construction of building construction material and connecting material therefor

Country Status (1)

Country Link
JP (1) JPH05311743A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08226174A (en) * 1995-02-21 1996-09-03 Senkichi Nakatsu Reinforcing metal fixture of framework
JPH08284268A (en) * 1995-04-19 1996-10-29 Uchida Seisakusho:Kk Reinforcing structure for house
JP2004003177A (en) * 2002-05-31 2004-01-08 Menogaia:Kk Reinforcing implement for building
JP2005146819A (en) * 2003-11-13 2005-06-09 Shiyoudai Oguro Wooden framework, improved joining method, and joining hardware
JP2007303071A (en) * 2006-05-08 2007-11-22 Jutaku Kozo Kenkyusho:Kk Corner hardware
JP2010047951A (en) * 2008-08-21 2010-03-04 J Kenchiku Syst Kk Aseismic opened frame for horizontal structural surface

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08226174A (en) * 1995-02-21 1996-09-03 Senkichi Nakatsu Reinforcing metal fixture of framework
JPH08284268A (en) * 1995-04-19 1996-10-29 Uchida Seisakusho:Kk Reinforcing structure for house
JP2004003177A (en) * 2002-05-31 2004-01-08 Menogaia:Kk Reinforcing implement for building
JP2005146819A (en) * 2003-11-13 2005-06-09 Shiyoudai Oguro Wooden framework, improved joining method, and joining hardware
JP2007303071A (en) * 2006-05-08 2007-11-22 Jutaku Kozo Kenkyusho:Kk Corner hardware
JP2010047951A (en) * 2008-08-21 2010-03-04 J Kenchiku Syst Kk Aseismic opened frame for horizontal structural surface

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