JPH09105180A - Joint metal for building - Google Patents

Joint metal for building

Info

Publication number
JPH09105180A
JPH09105180A JP26283195A JP26283195A JPH09105180A JP H09105180 A JPH09105180 A JP H09105180A JP 26283195 A JP26283195 A JP 26283195A JP 26283195 A JP26283195 A JP 26283195A JP H09105180 A JPH09105180 A JP H09105180A
Authority
JP
Japan
Prior art keywords
substrate
structural material
joint
building
hole
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
JP26283195A
Other languages
Japanese (ja)
Other versions
JP3220627B2 (en
Inventor
Tsuneo Aihara
相原庸夫
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.)
PORASU KURASHI KAGAKU KENKYUSH
Polus R&D Center of Life Styles Inc
Original Assignee
PORASU KURASHI KAGAKU KENKYUSH
Polus R&D Center of Life Styles Inc
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 PORASU KURASHI KAGAKU KENKYUSH, Polus R&D Center of Life Styles Inc filed Critical PORASU KURASHI KAGAKU KENKYUSH
Priority to JP26283195A priority Critical patent/JP3220627B2/en
Publication of JPH09105180A publication Critical patent/JPH09105180A/en
Application granted granted Critical
Publication of JP3220627B2 publication Critical patent/JP3220627B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To conduct connecting operation efficiently, to provide load resistance and to apply this joint metal even to either member to be connected such as a girth, a beam or the like. SOLUTION: Regarding a joint metal for a building, in which the base end section 2' of a joint plate 2 engaged with a split groove formed at the connecting end section of a horizontal member such as a beam and mutually incorporated to the horizontal member is welded onto the surface 1a of a substrate 1 abutted against a structural material such as a column, a girth, etc., and clamped to the structural material, the base end section of the joint plate 2 is protruded into through-holes 10 formed on the substrate 1. Engaging section pieces 11 engaged with receiving holes formed on the structural material are penetrated and projected to the rear of the substrate 1.

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、柱や胴差などの構造材
と梁などの横架材間に介在させ、これらを互いに接合す
るために用いる建物用接合金物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal joint for a building which is interposed between a structural member such as a pillar or a trunk and a transverse member such as a beam, and is used for joining these members to each other.

【0002】[0002]

【従来の技術】柱や胴差などの構造材に当接して該構造
材に締付けて基板の表面に、梁などの横架材の接合端部
に設けた切割溝に係合して前記横架材と互いに組付ける
接合板の基端部を熔接した構造のものがある(実開平4
−20503号公報所載)。
2. Description of the Related Art Abutment against a structural material such as a pillar or a body gap and tightening on the structural material to engage the slit on a surface of a substrate with a slit provided at a joint end portion of a horizontal member such as a beam There is a structure in which the base ends of the joining plates that are assembled with the frame are welded together (see
-20503 publication).

【0003】[0003]

【発明が解決しようとする課題】この種の建物用接合金
物は、基板側をボルトおよびナットによって構造材に締
付けた後、接合板に横架材を組付けて用いるものである
が、基板をボルトを用いて構造材に締付ける際、金物そ
のものがそれなりの重量の有るものであるから、締付け
作業が煩雑である。また、横架材に上方から負荷させる
荷重が基板の表面と接合板の基端との熔接部に集中して
互いに剥離するおそれがあり、このため、前記従来例の
ごとくに、基板の下端に、接合板を受ける支承板を設け
て熔接部の補強としている。しかしながら、従来例は、
支承板の存在により、例えば、胴差より高さ幅の有る梁
を胴差に接合する場合、上面を互いに一致させるには梁
側の下部に支承板を係合するための切欠を設けなければ
ならない、など接合作業上の煩雑さがある。
This type of building joint metal is one in which a board is fastened to a structural member by bolts and nuts, and then a horizontal member is assembled to the joint plate. When the bolt is fastened to the structural material, the metalwork itself has a certain weight, so the fastening work is complicated. Further, the load applied from above to the horizontal member may concentrate on the welded portion between the surface of the substrate and the base end of the bonding plate, and may be separated from each other. A supporting plate for receiving the joint plate is provided to reinforce the welded part. However, the conventional example is
Due to the existence of the support plate, for example, when joining a beam having a width higher than the body difference to the body difference, in order to make the upper surfaces coincide with each other, a notch for engaging the support plate at the lower part on the beam side must be provided. There is complexity in joining work such as not being possible.

【0004】本発明は斯様な従来例の欠点に着目し、接
合作業を能率的に行え、耐荷重性を備え、胴差或いは梁
などのいずれの被接合材にも適用できる建物用接合金物
を提供することを目的として創案したものである。
The present invention pays attention to the drawbacks of the conventional example, and can carry out the joining work efficiently, has a load bearing property, and can be applied to any joined material such as a body difference or a beam. It was created for the purpose of providing.

【0005】[0005]

【課題を解決するための手段】柱や胴差などの構造材に
当接して該構造材に締付ける基板の表面に、梁などの横
架材の接合端部に設けた切割溝に係合して前記横架材と
互いに組付ける接合板の基端部を熔接した建物用接合金
物において、基板に設けた透孔に、接合板の基端部に突
設し、しかも、構造材に設けた受入穴に係合する係合部
片を貫通させて基板の裏面に突設した構成とする。
[Means for Solving the Problems] The surface of a substrate that abuts against a structural member such as a pillar or a body difference and is fastened to the structural member is engaged with a slit groove provided at a joint end of a horizontal member such as a beam. In the metal joint for building, in which the base ends of the joint plates to be assembled together with the horizontal member are welded, the base end of the joint plate is projected through the through hole provided in the substrate, and further provided in the structural material. The engaging portion that engages with the receiving hole is penetrated to project on the back surface of the substrate.

【0006】[0006]

【実施例】図面は本発明に係る建物用接合金物の一実施
例を示し、図1ないし図5は第一実施例を、図6ないし
図8は第二実施例を示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings show an embodiment of a building joint metal according to the present invention. FIGS. 1 to 5 show a first embodiment, and FIGS. 6 to 8 show a second embodiment.

【0007】本発明に係る建物用接合金物Aは、柱や胴
差などの構造材に当接して該構造材に締付ける基板1
と、梁などの横架材の接合端部に設けた切割溝に係合し
て横架材を組付ける接合板2を、基板1の表面1aと接
合板2の基端部2′において互いに熔接3して構成した
もので、基板1の縦方向に沿う両側には締付けボルト4
を挿通させる挿通孔5と釘を挿通するための釘挿通孔6
を並設し、また、接合板2の先端部側には接続ピン7を
挿通するピン挿通孔8を縦方向に並べて設け、接合板2
の上端には凹入縁9を設けてある。
The building joint metal A according to the present invention is a substrate 1 which is brought into contact with a structural material such as a pillar or a body difference and is fastened to the structural material.
And a joining plate 2 for assembling the horizontal member by engaging with a slit provided at the joint end portion of the horizontal member such as a beam, on the surface 1a of the substrate 1 and the base end portion 2'of the joining plate 2 with respect to each other. It is constructed by welding 3 and tightening bolts 4 are provided on both sides of the substrate 1 in the vertical direction.
Insertion hole 5 for inserting the nail and nail insertion hole 6 for inserting the nail
And the pin insertion holes 8 through which the connection pins 7 are inserted are provided in the vertical direction on the front end side of the joining plate 2.
A concave edge 9 is provided at the upper end of the.

【0008】[0008]

【第一実施例】図1は斜視図、図2は正面図、図3は分
解斜視図、図4は使用状態の縦断面図、図5は使用状態
の横断面図である。
[First Embodiment] FIG. 1 is a perspective view, FIG. 2 is a front view, FIG. 3 is an exploded perspective view, FIG. 4 is a vertical sectional view in a used state, and FIG. 5 is a horizontal sectional view in a used state.

【0009】これら図面で示す第一実施例のものは、基
板1の上下に、縦孔部10aと横孔部10bとから成
り、縦孔部10aを基板1の上下方向に沿う中央に配し
て左右対称形としたやや逆T字形の透孔10を設け、該
透孔10の縦孔部10aに、接合板2の基端部2′に突
設した係合部片11を基板1の表面1a側から係合貫通
させ、透孔10の横孔部10bには、基板1の裏面側1
b側から該横孔部10bと同形の補強部片12を係合
し、これら、すなわち、基板1の表面1aと接合板2の
基板部2′および補強部片12の基端部を互いに熔接
し、自由端側が互いに一致し、互いに一体的な接合部片
11と補強部片12を基板1の裏面1b側にほぼ逆Tの
字状にして突設して設けたものである。
In the first embodiment shown in these drawings, a vertical hole 10a and a horizontal hole 10b are provided above and below the substrate 1, and the vertical hole 10a is arranged at the center along the vertical direction of the substrate 1. And a slightly inverted T-shaped through hole 10 which is symmetrical with respect to the left and right is provided, and an engaging portion piece 11 projecting from a base end portion 2'of the joining plate 2 is provided in a vertical hole portion 10a of the through hole 10 of the substrate 1. Engage and penetrate from the front surface 1a side, and the rear surface side 1 of the substrate 1 in the lateral hole portion 10b of the through hole 10.
From the side b, engage the reinforcing portion piece 12 having the same shape as the lateral hole portion 10b, and weld these, that is, the surface 1a of the substrate 1, the substrate portion 2'of the joining plate 2 and the base end portion of the reinforcing portion piece 12 to each other. However, the joint portions 11 and the reinforcing portion pieces 12 whose free ends coincide with each other and are integral with each other are provided on the back surface 1b of the substrate 1 so as to project in a substantially inverted T shape.

【0010】しかして、基板1に設けた挿通孔5と一致
する貫通孔17および基板1の裏面1b側に突設した係
合部片11と補強部片12が成す輪郭形状と一致する受
入穴13を構造材16に予め設けておき、受入穴13に
係合部片11および補強部片12を係合して位置決めし
た後、釘挿通孔6を通じて釘を構造材16に打込んで仮
止めし、基板1の表面1a側から挿通孔6および貫通穴
17に、締付けボルト4の先端を順次通して締付けナッ
ト18を螺合締め付けることによって接合金物Aの基板
1側は構造材16に固定される(固定手段としてラグス
クリューを用いても良い)。
Therefore, the through hole 17 corresponding to the insertion hole 5 provided in the substrate 1 and the receiving hole having the contour shape formed by the engaging portion piece 11 and the reinforcing portion piece 12 projecting on the back surface 1b side of the substrate 1 are formed. 13 is provided in advance in the structural material 16, the engaging portion piece 11 and the reinforcing portion piece 12 are engaged and positioned in the receiving hole 13, and then the nail is driven into the structural material 16 through the nail insertion hole 6 and temporarily fixed. Then, the tip of the tightening bolt 4 is sequentially passed from the front surface 1a side of the board 1 to the insertion hole 6 and the through hole 17, and the tightening nut 18 is screwed and tightened to fix the board 1 side of the joint metal A to the structural member 16. (A lag screw may be used as the fixing means).

【0011】次いで、横架材19の接合板部に形成した
切割溝20に、接合金物Aの接合板2を係合するように
して横架材19を接合板2に組合わせ、横架材19の上
部側において前記切割溝20にわたすように固定した固
定ピン21を接合板2に設けた凹入縁9に係合して横架
材19を接合金物Aの接合板2に仮掛止し、接合板2に
設けたピン挿通孔8に、該ピン挿通孔8と一致するよう
に横架材19側に予め設けた貫通孔22を通じて接続ピ
ン7を貫通させることによって接続金物Aを介する構造
材16と横架材19との接合作業を終えるのである。
Next, the horizontal bridging member 19 is assembled to the joining plate 2 so that the joining plate 2 of the metallic fitting A is engaged with the slit groove 20 formed in the joining plate portion of the horizontal bridging member 19, and the horizontal bridging member is joined. A fixing pin 21 fixed so as to extend over the slit groove 20 on the upper side of 19 is engaged with a recessed edge 9 provided in the joining plate 2 to temporarily latch the horizontal member 19 to the joining plate 2 of the joining metal A. Then, the connection pin 7 is inserted into the pin insertion hole 8 provided in the joint plate 2 through the through hole 22 previously provided on the side of the horizontal member 19 so as to coincide with the pin insertion hole 8 so that the connection hardware A is interposed. The joining work of the structural member 16 and the horizontal member 19 is completed.

【0012】なお、15は持ち運び上便利にした窓口
を、また、22は締付けボルト4の頭部の係合溝をそれ
ぞれ示す。
Numeral 15 indicates a window which is convenient for carrying, and numeral 22 indicates an engaging groove on the head of the tightening bolt 4.

【0013】実施例の挿通孔5は隔置きに配置したもの
を用いるようになっており、隔置きに用いることによ
り、柱の隣接面に配しても交叉方向に配される締付けボ
ルトは互いに邪魔になることがない。
The insertion holes 5 of the embodiment are arranged so as to be spaced apart from each other. By using the insertion holes 5 at a spaced position, the tightening bolts arranged in the intersecting direction even if they are arranged on the adjacent surfaces of the columns. It doesn't get in the way.

【0014】[0014]

【第二実施例】図6は斜視図、図7は正面図および図8
は分解斜視図をそれぞれ示し、これら図面で示す第二実
施例は、第一実施例で用いた補強部片12を省略し(従
って、透孔10は基板1の縦方向に沿う中央に直線状に
形成され、受入穴13もこれに対応)た以外は、第一実
施例と同様であるので説明を省略する。
[Second Embodiment] FIG. 6 is a perspective view, FIG. 7 is a front view and FIG.
Shows exploded perspective views, respectively, and the second embodiment shown in these drawings omits the reinforcing portion piece 12 used in the first embodiment (thus, the through hole 10 is linear in the center along the longitudinal direction of the substrate 1). Except that the receiving hole 13 is formed in the same manner and the receiving hole 13 also corresponds to this), the description is omitted because it is similar to the first embodiment.

【0015】[0015]

【発明の効果】本発明は前記の通りの構成であるので、
接合板に荷重が負荷されても、熔接部のみならず係合部
片の存在によって基板と構造材でも受けることに成り、
構造が簡単であっても耐荷重性の有る製品を提供でき
る。
Since the present invention has the above-mentioned constitution,
Even if a load is applied to the joining plate, not only the welded portion but also the substrate and the structural material will receive it due to the existence of the engaging piece.
It is possible to provide a load-bearing product even if the structure is simple.

【0016】また、係合部片を基板の裏面側に突設して
いながら、該裏面側に熔接部が存在しないから、構造材
に損傷を与えることなく基板部を構造材に密接して締付
けられ、従って、締付け強度が緩むことがなく、構造材
と横架材を安定性ある接合状態にすることができる。
[0016] Further, since the engaging portion is protrudingly provided on the back side of the substrate and there is no welded portion on the back side, the substrate is tightly tightened to the structural material without damaging the structural material. Therefore, the tightening strength does not decrease, and the structural member and the horizontal member can be stably joined.

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

【図1】第一実施例の斜視図。FIG. 1 is a perspective view of a first embodiment.

【図2】第一実施例の正面図。FIG. 2 is a front view of the first embodiment.

【図3】第一実施例の分解斜視図。FIG. 3 is an exploded perspective view of the first embodiment.

【図4】使用状態の縦断面図。FIG. 4 is a vertical cross-sectional view of a usage state.

【図5】使用状態の横断面図。FIG. 5 is a transverse cross-sectional view of a usage state.

【図6】第二実施例の斜視図。FIG. 6 is a perspective view of a second embodiment.

【図7】第二実施例の正面図。FIG. 7 is a front view of the second embodiment.

【図8】第二実施例の分解斜視図。FIG. 8 is an exploded perspective view of the second embodiment.

【符号の説明】[Explanation of symbols]

1 基板 2 接合板 11 係合部片 16 構造材 19 横架材 20 切割溝 DESCRIPTION OF SYMBOLS 1 Substrate 2 Bonding plate 11 Engagement piece 16 Structural material 19 Horizontal material 20 Split groove

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 柱や胴差などの構造材に当接して該構造
材に締付ける基板の表面に、梁などの横架材の接合端部
に設けた切割溝に係合して前記横架材と互いに組付ける
接合板の基端部を熔接した建物用接合金物において、基
板に設けた透孔に、接合板の基端部に突設し、しかも、
構造材に設けた受入穴に係合する係合部片を貫通させて
基板の裏面に突設した、建物用接合金物。
1. A horizontal groove is provided on a surface of a substrate that abuts against a structural member such as a pillar or a body difference and is fastened to the structural member, by engaging a slit groove provided at a joint end of a horizontal member such as a beam. In a building metal fitting in which the base ends of the joining plates to be assembled with the material are welded, the base plate of the joining plate is projected through the through hole provided in the substrate, and
A building joint metal fitting, which is provided on a back surface of a substrate by penetrating an engaging part engaging with a receiving hole provided in a structural material.
JP26283195A 1995-10-11 1995-10-11 Building hardware Expired - Fee Related JP3220627B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26283195A JP3220627B2 (en) 1995-10-11 1995-10-11 Building hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26283195A JP3220627B2 (en) 1995-10-11 1995-10-11 Building hardware

Publications (2)

Publication Number Publication Date
JPH09105180A true JPH09105180A (en) 1997-04-22
JP3220627B2 JP3220627B2 (en) 2001-10-22

Family

ID=17381227

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26283195A Expired - Fee Related JP3220627B2 (en) 1995-10-11 1995-10-11 Building hardware

Country Status (1)

Country Link
JP (1) JP3220627B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008057326A (en) * 2007-11-21 2008-03-13 Kaneshin:Kk Joint fitting for framework member
KR101255229B1 (en) * 2012-06-08 2013-04-16 장상식 Knockdown shear type steel connector for wood structure
CN104131620A (en) * 2014-08-06 2014-11-05 钟伟杰 Steel structure connecting device for four-direction connection
EP3061882A4 (en) * 2015-04-16 2017-06-14 Nice Holdings, Inc. Frame fixture

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008057326A (en) * 2007-11-21 2008-03-13 Kaneshin:Kk Joint fitting for framework member
JP4718535B2 (en) * 2007-11-21 2011-07-06 株式会社カネシン Joint for shaft assembly
KR101255229B1 (en) * 2012-06-08 2013-04-16 장상식 Knockdown shear type steel connector for wood structure
CN104131620A (en) * 2014-08-06 2014-11-05 钟伟杰 Steel structure connecting device for four-direction connection
CN104131620B (en) * 2014-08-06 2017-04-05 钟伟杰 A kind of steel structure connecting device for four-way connection
EP3061882A4 (en) * 2015-04-16 2017-06-14 Nice Holdings, Inc. Frame fixture

Also Published As

Publication number Publication date
JP3220627B2 (en) 2001-10-22

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