JPH10219841A - Steel lateral member and its mounting structure - Google Patents

Steel lateral member and its mounting structure

Info

Publication number
JPH10219841A
JPH10219841A JP1904497A JP1904497A JPH10219841A JP H10219841 A JPH10219841 A JP H10219841A JP 1904497 A JP1904497 A JP 1904497A JP 1904497 A JP1904497 A JP 1904497A JP H10219841 A JPH10219841 A JP H10219841A
Authority
JP
Japan
Prior art keywords
steel
wall
contact plate
plate portion
surface contact
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
JP1904497A
Other languages
Japanese (ja)
Inventor
Osamu Hirota
理 廣田
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP1904497A priority Critical patent/JPH10219841A/en
Publication of JPH10219841A publication Critical patent/JPH10219841A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a steel lateral member and its mounting structure, by which a cost is reduced and construction work is simplified. SOLUTION: The upper face contact plate part 11 of a steel lintel 10 is put in contact with the upper face of a wall 1 and the insertion plate part 12 is inserted into a slit 14 in the wall 1. The side face contact plate part 13 is put in contact with the side face of the wall 1, so that a steel lateral member 10 different from conventional one can be directly mounted on the wall 1 without requiring a plywood support or a metal bracket. As a result, the number of parts is cut down, a cost is reduced and construction work is simplified.

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、壁間に架設される
梁やマグサ等の横架材をH形鋼等の鋼材で形成した鋼製
横架材およびこの鋼製横架材を壁に取付ける取付け構造
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel transverse member in which a transverse member such as a beam or a magsa, which is provided between walls, is formed of a steel material such as an H-section steel, and the steel transverse member is mounted on a wall. The present invention relates to a mounting structure for mounting.

【0002】[0002]

【背景の技術】近年、建物の構築についてはその工業化
が進み、例えば壁や床、屋根といった構成要素を予め工
場にてパネル化しておき、施工現場でこれらのパネルを
組み立てることにより、建物を構築するといったパネル
工法が一部に採用されている。前記パネル工法において
は、基本的に床パネルや屋根パネルは、壁パネルで支持
しているが、該支持力を補強するために、壁パネル間に
補強梁やマグサといった横架材を架設する場合がある。
2. Description of the Related Art In recent years, the construction of buildings has been industrialized. For example, building elements such as walls, floors, and roofs are panelized in a factory in advance, and these panels are assembled at a construction site to construct the building. Some panel construction methods have been adopted. In the panel construction method, the floor panel and the roof panel are basically supported by wall panels, but in order to reinforce the supporting force, when a transverse member such as a reinforcing beam or a magsa is erected between the wall panels. There is.

【0003】従来、例えば前記マグサを壁パネル間に架
設するために、該マグサの端部を壁パネルの側面に取付
けるには、図9に示すように、壁パネル1の側面に受合
板2を固定したうえで、該受合板2に受金物3を固定
し、さらにこの受金物3の受部3aに木製のマグサ4を
挿入固定している。
Conventionally, in order to mount the magsa between the wall panels, for example, to attach the end of the magsa to the side surface of the wall panel, as shown in FIG. After fixing, the metal receiving object 3 is fixed to the receiving plate 2, and a wooden mug 4 is inserted and fixed in the receiving portion 3 a of the metal receiving object 3.

【0004】[0004]

【発明が解決しようとする課題】ところが、前記マグサ
4においては、その端部を壁パネル1の側面に取付ける
ために、受合板2や受金物3といった取付け用の部品が
必要であり、該部品の分だけ住宅施工に要する部品点数
が増えてしまうとともに、これら部品の取付けにも手間
がかかってしまうので、コスト高を招くとともに施工が
複雑になってしまうという問題があった。
However, in order to attach the end of the magsa 4 to the side surface of the wall panel 1, mounting parts such as the receiving plate 2 and the receiving metal 3 are required. Therefore, the number of parts required for the construction of the house is increased, and installation of these parts is troublesome. Therefore, there is a problem that the cost is increased and the construction is complicated.

【0005】本発明は上記事情に鑑みてなされたもの
で、コストの低減と施工の簡略化を図ることができる鋼
製横架材および鋼製横架材の取付け構造を提供すること
を目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object to provide a steel horizontal member and a mounting structure for the steel horizontal member, which can reduce costs and simplify construction. I have.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、本発明の請求項1の鋼製横架材10は、例えば図1
〜図3に示すように、鋼材で形成され、端部が壁の上面
に当接される水平な上面当接板部11と、この上面当接
板部11から下方に直角に延在されて、壁(パネル)1
に形成されたスリット14に挿入される挿入板部12
と、この挿入板部12の下部に形成されて、壁1の側面
に当接固定される側面当接板部13とから構成されたも
のである。
In order to achieve the above-mentioned object, a steel transverse member 10 according to the first aspect of the present invention is, for example, shown in FIG.
As shown in FIG. 3, a horizontal upper surface contact plate portion 11 formed of a steel material and having an end portion abutting on the upper surface of the wall, and extending downward from the upper surface contact plate portion 11 at a right angle. , Wall (panel) 1
Insertion plate 12 inserted into slit 14 formed in
And a side contact plate 13 formed below the insertion plate 12 and fixed to the side surface of the wall 1.

【0007】前記鋼材としては、山形鋼、溝形鋼、H形
鋼等の形鋼が望ましいが、これに限ることなく鋼管等で
もよい。但し、前記形鋼および鋼管の端部には、前記上
面当接板部、挿入板部、側面当接板部を形成する。これ
ら上面当接板部、挿入板部、側面当接板部は、形鋼およ
び鋼管の端部を加工して形成してもよいし、端部に溶接
等によって取付け固定してもよい。また、前記上面当接
板部11および側面当接板部13には、それぞれを壁の
上面および側面にスクリュー釘15等によって固定する
ための釘穴11a,13aを形成しておくのが望まし
い。なお、前記水平横架材としては、例えば、梁やマグ
サ等が挙げられるが、これに限ることなく、壁に水平に
取付けられる架材であれば、何にでも適用することがで
きる。
As the steel material, a section steel such as an angle steel, a channel steel, an H-section steel or the like is desirable, but the invention is not limited to this and a steel pipe or the like may be used. However, the upper surface contact plate, the insert plate, and the side contact plate are formed at the ends of the shaped steel and the steel pipe. The upper surface contact plate, the insertion plate, and the side surface contact plate may be formed by processing the ends of the shaped steel and the steel pipe, or may be fixed to the ends by welding or the like. Further, it is desirable to form nail holes 11a and 13a for fixing the upper surface contact plate portion 11 and the side surface contact plate portion 13 to the upper surface and side surfaces of the wall with a screw nail 15 or the like. In addition, as the horizontal horizontal member, for example, a beam, a magsa, or the like can be used, but the present invention is not limited to this, and any horizontal member that can be mounted horizontally on a wall can be applied.

【0008】請求項1の鋼製横架材10にあっては、そ
の挿入板部12を壁1に形成されたスリット14に挿入
するとともに、上面当接板部11を前記壁1の上面に当
接し、さらに、側面当接板部13を前記壁1の側面に当
接することで、鋼製横架材10が壁1の所定の位置に位
置決めされ、この状態で上面当接板部11を壁1の上面
に固定するとともに、側面当接板部13を壁1の側面に
固定することで、従来と異なり受合板や受金物等を要す
ることなく、鋼製横架材10を壁に直接取付けることが
できる。また、上記のようにして鋼製横架材を壁間に架
設することで、壁に外部から作用する水平力に抗するこ
とができる。
In the steel transverse member 10 of the first aspect, the insertion plate portion 12 is inserted into the slit 14 formed in the wall 1 and the upper surface contact plate portion 11 is provided on the upper surface of the wall 1. The steel horizontal member 10 is positioned at a predetermined position on the wall 1 by making contact with the side contact plate 13 and the side surface of the wall 1, and in this state, the upper surface contact plate 11 is moved. By fixing to the upper surface of the wall 1 and fixing the side contact plate portion 13 to the side surface of the wall 1, unlike the related art, the steel transverse member 10 is directly attached to the wall without requiring a receiving plate or a receiving object. Can be installed. Further, by arranging the steel horizontal member between the walls as described above, it is possible to withstand the horizontal force acting on the wall from the outside.

【0009】請求項2の鋼製横架材10は、例えば図1
〜図3に示すように、請求項1において、前記鋼材をH
形鋼で形成し、前記上面当接板部11を前記H形鋼の上
フランジ10aの端部で形成し、前記挿入板部12を前
記H形鋼のウエブ10bの端部で形成し、前記側面当接
板部13を前記H形鋼の下フランジ10cの端部を上方
に直角に折り曲げて形成したものである。
The steel horizontal member 10 according to the second aspect is, for example, shown in FIG.
As shown in FIG. 3, in claim 1, the steel material is H
Forming the upper surface contact plate portion 11 at the end of the upper flange 10a of the H-shaped steel, and forming the insertion plate portion 12 at the end of the H-shaped steel web 10b; The side contact plate portion 13 is formed by bending an end of the lower flange 10c of the H-shaped steel upward at a right angle.

【0010】前記H形鋼の下フランジ10cの端部を上
方に直角に折り曲げる場合、前記H形鋼のウエブ10b
と下フランジ10cとの境界部に長手方向に沿って切り
込みをいれてから行う。また、前記切り込み長さは、壁
厚の半分以上、壁厚以下の長さが好ましい。
When the end of the lower flange 10c of the H-section steel is bent upward at a right angle, the web 10b of the H-section steel is bent.
This is performed after making a cut along the longitudinal direction at the boundary between the lower flange 10c and the lower flange 10c. Preferably, the cut length is not less than half the wall thickness and not more than the wall thickness.

【0011】請求項2の鋼製横架材10にあっては、請
求項1と同様の効果を得ることができるのは勿論のこ
と、H形鋼の下フランジ10cの端部を折り曲げ加工す
るだけで、前記上面当接板部11、挿入板部12、側面
当接板部13を容易に形成することができる。
In the steel transverse member 10 of the second aspect, the same effect as that of the first aspect can be obtained, and the end of the lower flange 10c of the H-section steel is bent. The upper surface contact plate portion 11, the insertion plate portion 12, and the side surface contact plate portion 13 can be easily formed only by the above.

【0012】請求項3の鋼製横架材の取付け構造は、例
えば図1および図3に示すように、壁1の上面に請求項
1または2記載の鋼製横架材10の上面当接板部11が
当接固定され、前記壁1に形成されたスリット14に前
記挿入板部12が挿入され、さらに、前記壁1の側面に
前記側面当接板部13が当接固定されているものであ
る。
In the structure for attaching a steel cross member according to claim 3, for example, as shown in FIGS. 1 and 3, the upper surface of the steel cross member 10 according to claim 1 or 2 abuts on the upper surface of the wall 1. The plate portion 11 is abutted and fixed, the insertion plate portion 12 is inserted into a slit 14 formed in the wall 1, and the side surface abutting plate portion 13 is fixedly abutted on a side surface of the wall 1. Things.

【0013】前記スリットは、前記壁が複数の壁パネル
を接合して形成されるものである場合、互に接合する壁
パネルの接合面のそれぞれに切欠きを形成し、これら切
欠きを対向させることによって形成するか、または、互
に接合する壁パネルの接合面のうちの一方に切欠きを形
成することで形成する。また、前記壁が壁パネルを接合
することなく、一体的に形成されたものである場合、該
壁の所定の位置にスリットを形成する。
In the case where the wall is formed by joining a plurality of wall panels, the slit forms a notch in each of joining surfaces of the wall panels joined to each other, and the notches are opposed to each other. Or by forming a notch in one of the joining surfaces of the wall panels that are joined together. When the wall is formed integrally without joining the wall panels, a slit is formed at a predetermined position on the wall.

【0014】請求項3の鋼製横架材の取付け構造にあっ
ては、鋼製横架材10の上面当接板部11が壁1の上面
に当接されることにより、鋼製横架材10の上下方向に
おける位置決めがなされ、鋼製横架材10の挿入板部1
2が前記壁1に形成されたスリット14に挿入されるこ
とにより、鋼製横架材10の壁の長さ方向における位置
決めがなされ、さらに、鋼製横架材10の側面当接板部
13が壁1の側面に当接されることにより、鋼製横架材
10の壁の厚さ方向における位置決めがなされて、該鋼
製横架材10が壁1に直接固定される。
According to a third aspect of the present invention, the steel horizontal member is attached to the upper surface of the wall by contacting the upper surface contact plate portion of the steel horizontal member. The vertical position of the member 10 is determined, and the insertion plate portion 1 of the steel horizontal member 10
2 is inserted into the slit 14 formed in the wall 1, thereby positioning the steel transverse member 10 in the longitudinal direction of the wall, and furthermore, the side contact plate portion 13 of the steel transverse member 10. Is brought into contact with the side surface of the wall 1, thereby positioning the steel transverse member 10 in the thickness direction of the wall, and the steel transverse member 10 is directly fixed to the wall 1.

【0015】請求項4の鋼製横架材20は、例えば図5
および図6に示すように、鋼材で形成され、端部が壁1
の上面に当接される水平な上面当接板部21と、この上
面板部21から下方に直角に延在されて、壁1の側面に
当接固定される側面当接板部22,23とから構成され
ているものである。
The steel horizontal member 20 according to the fourth aspect is, for example, shown in FIG.
As shown in FIG. 6 and FIG.
A horizontal upper surface contact plate portion 21 abutting on the upper surface of the wall 1, and side surface contact plate portions 22, 23 extending downward at right angles from the upper surface plate portion 21 and fixed to the side surfaces of the wall 1. It is composed of

【0016】前記鋼材としては、請求項1の場合と同様
に、山形鋼、溝形鋼、H形鋼等の形鋼が望ましいが、こ
れに限ることなく鋼管等でもよい。また、前記上面当接
板部、側面当接板部は、形鋼および鋼管の端部を加工し
て形成してもよいし、端部に溶接等によって取付け固定
してもよい。また、前記上面当接板部21および側面当
接板部22,23には、それぞれを壁1の上面および側
面にスクリュー釘15等によって固定するための釘穴2
1a,22a,23aを形成しておくのが望ましい。
As the steel material, as in the case of the first aspect, a section steel such as an angle steel, a channel steel, an H-section steel or the like is desirable, but the invention is not limited to this, and a steel pipe or the like may be used. Further, the upper surface contact plate portion and the side surface contact plate portion may be formed by processing the ends of the shaped steel and the steel pipe, or may be fixed to the ends by welding or the like. The upper surface contact plate portion 21 and the side surface contact plate portions 22 and 23 are respectively provided with nail holes 2 for fixing the upper surface and the side surface of the wall 1 with a screw nail 15 or the like.
It is desirable to form 1a, 22a and 23a in advance.

【0017】請求項4の鋼製横架材20にあっては、そ
の上面当接板部21を前記壁1の上面に当接するととも
に、側面当接板部22,23を前記壁1の側面に当接す
ることで、鋼製横架材20が壁1の所定の位置に位置決
めされ、この状態で上面当接板部21を壁1の上面に固
定するとともに、側面当接板部22,23を壁1の側面
に固定することで、従来と異なり受合板や受金物等を要
することなく、鋼製横架材20を壁1に直接取付けるこ
とができる。また、上記のようにして鋼製横架材を壁間
に架設することで、壁に外部から作用する水平力に抗す
ることができる。
In the steel transverse member according to the fourth aspect, the upper surface contact plate portion is in contact with the upper surface of the wall, and the side contact plate portions are formed on the side surface of the wall. , The horizontal member 20 made of steel is positioned at a predetermined position on the wall 1. In this state, the upper surface contact plate 21 is fixed to the upper surface of the wall 1, and the side contact plates 22 and 23 are fixed. Is fixed to the side surface of the wall 1 so that the steel horizontal member 20 can be directly attached to the wall 1 without requiring a receiving plate, a receiving object, or the like, unlike the related art. Further, by arranging the steel horizontal member between the walls as described above, it is possible to withstand the horizontal force acting on the wall from the outside.

【0018】請求項5の鋼製横架材20は例えば図5お
よび図6に示すように、請求項4において、前記鋼材を
H形鋼で形成し、前記上面当接板部21を前記H形鋼の
上フランジ20aの端部で形成し、前記側面当接板部2
2,23を、前記H形鋼のウエブ20bの端部を横方向
に直角に折り曲げ、さらに、前記H形鋼の下フランジ2
0cの端部を下方に直角に折り曲げて形成したものであ
る。
5 and 6, for example, as shown in FIG. 5 and FIG. 6, the steel material is formed of H-shaped steel, and the upper surface contact plate portion 21 is formed of the H-shaped steel. The side contact plate portion 2 is formed at the end of the upper flange 20a of the section steel.
2 and 23, the end of the H-shaped steel web 20b is bent at right angles in the lateral direction, and the lower flange 2 of the H-shaped steel is further bent.
0c is bent downward at a right angle.

【0019】前記H形鋼のウエブ20bの端部を横方向
に直角に折り曲げる場合、前記H形鋼のウエブ20bと
上下フランジ20a,20cとのそれぞれの境界部に長
手方向に沿って切り込みをいれてから行う。また、前記
切り込み長さは、壁厚の半分以上、壁厚以下の長さが好
ましい。さらに、前記H形鋼の下フランジ20cの端部
を下方に直角に折り曲げる場合、この下フランジ20c
(側面当接板部23)と前記折り曲げられたウエブ20
b(側面当接板部22)とが上下方向に面一になるよう
にして折り曲げる。
When the end of the H-shaped steel web 20b is bent at right angles in the horizontal direction, a cut is made along the longitudinal direction at each boundary between the H-shaped steel web 20b and the upper and lower flanges 20a, 20c. And then do it. Preferably, the cut length is not less than half the wall thickness and not more than the wall thickness. Further, when the end of the lower flange 20c of the H-shaped steel is bent downward at a right angle, the lower flange 20c
(Side contact plate 23) and the bent web 20
b (side contact plate portion 22) so as to be flush with the vertical direction.

【0020】請求項5の鋼製横架材20にあっては、請
求項4と同様の効果を得ることができるのは勿論のこ
と、H形鋼のウエブ20bおよび下フランジ20cの端
部を折り曲げ加工するだけで、前記上面当接板部21、
側面当接板部22,23を容易に形成することができ
る。
According to the steel transverse member 20 of the fifth aspect, the same effect as that of the fourth aspect can be obtained, and of course, the ends of the H-section steel web 20b and the lower flange 20c can be obtained. Just by bending, the upper surface contact plate portion 21,
The side contact plate portions 22 and 23 can be easily formed.

【0021】請求項6の鋼製横架材の取付け構造は、例
えば図5および図6に示すように、壁1の上面に請求項
4または5記載の鋼製横架材20の上面当接板部21が
当接固定され、前記壁1の側面に前記側面当接板部2
2,23が当接固定されているものである。
The mounting structure of the steel transverse member according to claim 6 is, for example, as shown in FIGS. 5 and 6, the upper surface of the steel transverse member 20 according to claim 4 or 5 is brought into contact with the upper surface of the wall 1. The plate portion 21 is fixedly abutted, and the side surface contact plate portion 2 is attached to the side surface of the wall 1.
2, 23 are abutted and fixed.

【0022】請求項6の鋼製横架材の取付け構造にあっ
ては、鋼製横架材20の上面当接板部21が壁1の上面
に当接されることにより、鋼製横架材20の上下方向に
おける位置決めがなされ、鋼製横架材20の側面当接板
部22,23が壁1の側面に当接されることにより、鋼
製横架材20の壁の厚さ方向における位置決めがなされ
て、該鋼製横架材20が壁1に直接固定される。また、
この鋼製横架材の取付け構造は、請求項3の場合と異な
り、壁1にスリット14がない場合でも、鋼製横架材2
0を壁に取付けることができる。
In the structure for mounting a steel horizontal member according to a sixth aspect of the present invention, the upper surface contact plate portion 21 of the steel horizontal member 20 is brought into contact with the upper surface of the wall 1 so that the steel horizontal member is mounted. The positioning of the member 20 in the up-down direction is performed, and the side contact plate portions 22 and 23 of the steel member 20 abut on the side surfaces of the wall 1, whereby the thickness direction of the wall of the member 20 is changed. , The steel transverse member 20 is directly fixed to the wall 1. Also,
Unlike the case of the third aspect, the structure for mounting the steel horizontal member is different from the case of the third embodiment in that the steel horizontal member
0 can be mounted on the wall.

【0023】[0023]

【発明の実施の形態】以下図面を参照して本発明の実施
の形態について説明する。 (第1実施形態例)図1〜図4は第1実施形態例を示す
ものである。本例においては、本発明の鋼製横架材を鋼
製マグサ10に適用している。この鋼製マグサ10は、
図2に示すように、H型鋼で形成されており、その端部
には、上面当接板部11と挿入板部12と側面当接板部
13,13とが形成されている。
Embodiments of the present invention will be described below with reference to the drawings. (First Embodiment) FIGS. 1 to 4 show a first embodiment. In this example, the steel horizontal member of the present invention is applied to a steel mug 10. This steel mug 10
As shown in FIG. 2, it is formed of H-shaped steel, and an upper surface contact plate portion 11, an insertion plate portion 12, and side contact plate portions 13, 13 are formed at its ends.

【0024】前記上面当接板部11は、図1に示す壁パ
ネル1の上面に当接されるもので、H形鋼の上フランジ
10aの端部で形成されており、該上面当接板部11に
は、一対の釘穴11a,11aが形成されている。前記
挿入板部12は、前記壁パネル1に形成されたスリット
14に挿入されるもので、H形鋼のウエブ10bの端部
で形成されている。前記側面当接板部13,13は、前
記壁パネル1の側面に当接されるもので、H形鋼の下フ
ランジ10cの端部を上方に直角に折り曲げて形成さ
れ、該側面当接板部13,13にはそれぞれ釘穴13a
が形成されている。
The upper surface contact plate portion 11 comes into contact with the upper surface of the wall panel 1 shown in FIG. 1, and is formed at the end of the upper flange 10a of the H-section steel. The part 11 is formed with a pair of nail holes 11a. The insertion plate portion 12 is inserted into a slit 14 formed in the wall panel 1, and is formed at an end of a web 10b of H-section steel. The side contact plate portions 13, 13 are brought into contact with the side surface of the wall panel 1, and are formed by bending an end of a lower flange 10c of an H-shaped steel upward at a right angle. Each of the parts 13 and 13 has a nail hole 13a.
Are formed.

【0025】前記下フランジ10cの端部を上方に直角
に折り曲げる場合、前記ウエブ10bと下フランジ10
cとの境界部に長手方向に沿って切り込みをいれること
によって行われてる。また、前記切り込み長さは、前記
壁パネル1の厚さの半分程度に設定されている。したが
って、前記挿入板部12の長さは壁パネル1の厚さの半
分程度であり、よって、該挿入板部12は図1に示すよ
うに、壁パネル1内にその厚さの半分だけ挿入されてい
る。
When the end of the lower flange 10c is bent upward at a right angle, the web 10b and the lower flange 10c are bent.
This is done by making a cut along the longitudinal direction at the boundary with c. The cut length is set to about half the thickness of the wall panel 1. Therefore, the length of the insertion plate portion 12 is about half of the thickness of the wall panel 1, so that the insertion plate portion 12 is inserted into the wall panel 1 by half the thickness thereof as shown in FIG. Have been.

【0026】そして、前記構成の鋼製マグサ10は、図
1および図3に示すように、上面当接板部11が壁パネ
ル1の上面に当接されることにより、上下方向における
位置決めがなされ、挿入板部12が前記壁パネル1に形
成されたスリット14に挿入されることにより、壁の長
さ方向における位置決めがなされ、さらに、側面当接板
部13,13が壁パネルの側面に当接されることによ
り、壁パネル1の厚さ方向における位置決めがなされて
いる。
As shown in FIGS. 1 and 3, the steel magsa 10 having the above-described configuration is positioned in the up-down direction by the upper surface contact plate 11 being in contact with the upper surface of the wall panel 1. By inserting the insertion plate portion 12 into the slit 14 formed in the wall panel 1, positioning in the length direction of the wall is performed, and the side contact plate portions 13, 13 contact the side surfaces of the wall panel. By being in contact, positioning in the thickness direction of the wall panel 1 is performed.

【0027】この状態で上面当接板部11がスクリュー
釘15,15によって壁パネル1の上面に固定されると
ともに、側面当接板部13,13がスクリュー釘15,
15によって壁パネル1の側面に固定されることで、従
来と異なり受合板や受金物等を要することなく、鋼製マ
グサ10を壁パネル1に直接取付けることができる。
In this state, the upper surface contact plate portion 11 is fixed to the upper surface of the wall panel 1 by the screw nails 15, 15, and the side surface contact plate portions 13, 13 are fixed by the screw nails 15, 15.
By fixing to the side surface of the wall panel 1 by the steel plate 15, the steel mug 10 can be directly attached to the wall panel 1 without requiring a receiving plate, a receiving object, or the like, unlike the related art.

【0028】また、鋼製マグサ10を互に対向する壁パ
ネル間に架設することで、壁パネルに外部から作用する
水平力に抗することができる。さらに、前記鋼製マグサ
10においては、H形鋼の下フランジ10cの端部を折
り曲げ加工するだけで、前記上面当接板部11、挿入板
部12、側面当接板部13を容易に形成することができ
る。
Further, by arranging the steel magsa 10 between the wall panels facing each other, it is possible to resist a horizontal force acting on the wall panels from the outside. Further, in the steel magsa 10, the upper surface contact plate 11, the insertion plate 12, and the side contact plate 13 can be easily formed only by bending the end of the lower flange 10c of the H-shaped steel. can do.

【0029】なお、前記スリット14は、図3および図
4に示すように壁パネル1の接合面に切欠き14aを形
成し、この切欠き14が形成された壁パネル1,1どう
しを、切欠きを対向させるようにして接合することで形
成されている。なお、前記鋼製マグサ10を取付けない
位置に存在するスリット14には合板等の埋木15を挿
入することで、不要のスリット14を埋めることができ
る。
As shown in FIGS. 3 and 4, the slit 14 forms a notch 14a on the joint surface of the wall panel 1, and cuts the wall panels 1, 1 having the notch 14 therebetween. It is formed by joining such that the notches face each other. Unnecessary slits 14 can be filled by inserting buried wood 15 such as plywood into slits 14 where steel magsa 10 is not attached.

【0030】(第2実施形態例)図5および図6は第2
実施形態例を示すものである。本例においては、本発明
の鋼製横架材を鋼製マグサ20に適用している。この鋼
製横架材20は、H型鋼で形成されており、その端部に
は、上面当接板部21と側面当接板部22,23とが形
成されている。
(Second Embodiment) FIGS. 5 and 6 show a second embodiment.
1 illustrates an embodiment example. In this example, the steel horizontal member of the present invention is applied to the steel mug 20. The steel transverse member 20 is formed of an H-shaped steel, and has an upper surface contact plate portion 21 and side contact plate portions 22 and 23 at its ends.

【0031】前記上面当接板部21は、壁パネル1の上
面に当接されるもので、H形鋼の上フランジ20aの端
部で形成されており、該上面当接板部21には、一対の
釘穴21a,21aが形成されている。前記側面当接板
部22は、壁パネル1の側面に当接されるもので、前記
H形鋼のウエブ20bの端部を横方向に直角に折り曲げ
て形成されており、該側面当接板部22には、一対の釘
穴22a,22aが形成されている。ウエブ20bの端
部を横方向に直角に折り曲げる場合、前記ウエブ20b
と上下フランジ20a,20cとのそれぞれの境界部に
長手方向に沿って切り込みを入れることによって行われ
ている。また、前記切り込み長さは、前記壁パネル1の
厚さの半分程度に設定されている。したがって、前記上
面当接板部21の長さは壁パネル1の厚さの半分程度で
あり、よって、該上面当接板部21は図5に示すよう
に、壁パネル1の上面にその厚さの半分だけ当接されて
いる。
The upper surface contact plate 21 is in contact with the upper surface of the wall panel 1 and is formed at the end of the upper flange 20a of the H-section steel. , A pair of nail holes 21a, 21a are formed. The side contact plate portion 22 contacts the side surface of the wall panel 1 and is formed by bending an end of the H-section steel web 20b at right angles in the horizontal direction. The part 22 is formed with a pair of nail holes 22a, 22a. When bending the end of the web 20b at right angles in the horizontal direction, the web 20b
This is performed by making a cut along the longitudinal direction at each boundary between the upper and lower flanges 20a and 20c. The cut length is set to about half the thickness of the wall panel 1. Therefore, the length of the upper surface contact plate portion 21 is about half of the thickness of the wall panel 1, and therefore, as shown in FIG. Only half of the abutment.

【0032】前記側面当接板部23は、壁パネル1の側
面に当接されるもので、前記H形鋼の下フランジ20c
の端部を下方に直角に折り曲げて形成されており、該側
面当接板部23には、一対の釘穴23a,23aが形成
されている。前記下フランジ20cの端部を下方に直角
に折り曲げる場合、この下フランジ20cの端部(側面
当接板部23)と前記折り曲げられたウエブ(側面当接
板部22)とが上下方向に面一になるようにして折り曲
げることにより行われている。
The side contact plate 23 contacts the side surface of the wall panel 1 and has a lower flange 20c.
Is bent downward at a right angle, and a pair of nail holes 23a, 23a are formed in the side surface contact plate portion 23. When the end of the lower flange 20c is bent downward at a right angle, the end of the lower flange 20c (side contact plate 23) and the bent web (side contact plate 22) are vertically oriented. It is performed by bending so that they become one.

【0033】そして、上記構成の鋼製マグサ20は、そ
の上面当接板部21が壁パネル1の上面に当接されるこ
とにより、上下方向における位置決めがなされ、側面当
接板部22,23が壁パネル1の側面に当接されること
により、壁パネルの厚さ方向における位置決めがなされ
ている。この状態で上面当接板部21がスクリュー釘1
5,15によって壁パネル1の上面に固定されるととも
に、側面当接板部22,23がスクリュー釘15…によ
って壁パネル1の側面に固定されることで、従来と異な
り受合板や受金物等を要することなく、鋼製マグサ20
を壁パネル1に直接取付けることができる。
The upper surface contact plate 21 of the steel magsa 20 having the above structure is positioned in the vertical direction by contacting the upper surface contact plate portion 21 with the upper surface of the wall panel 1, and the side contact plate portions 22, 23 are provided. Is brought into contact with the side surface of the wall panel 1, whereby positioning in the thickness direction of the wall panel is performed. In this state, the upper surface contact plate portion 21 is
5 and 15, and the side contact plate portions 22, 23 are fixed to the side surface of the wall panel 1 by the screw nails 15... Without the need for steel mug 20
Can be directly attached to the wall panel 1.

【0034】また、前記鋼製マグサ20においては、H
形鋼のウエブ20bおよび下フランジ20cの端部を折
り曲げ加工するだけで、前記上面当接板部21、側面当
接板部22,23を容易に形成することができる。さら
に、上記第1実施形態例の場合と異なり、壁パネル1に
スリットがない場合でも、鋼製マグサ20を壁パネルに
取付けることができる。
In the steel mug 20, H
By simply bending the ends of the web 20b and the lower flange 20c of the shaped steel, the upper surface contact plate portion 21 and the side contact plate portions 22, 23 can be easily formed. Further, unlike the case of the first embodiment, even when the wall panel 1 has no slit, the steel magsa 20 can be attached to the wall panel.

【0035】図7および図8はそれぞれ、本発明の鋼製
横架材の第3例および第4例を示すものである。図7に
示す鋼製マグサ30は、溝型鋼で形成されており、その
端部には、上面当接板部31と挿入板部32と側面当接
板部33とが形成されている。
FIGS. 7 and 8 show a third example and a fourth example of a steel transverse member according to the present invention, respectively. The steel magsa 30 shown in FIG. 7 is formed of a channel steel, and an upper surface contact plate portion 31, an insertion plate portion 32, and a side contact plate portion 33 are formed at its ends.

【0036】前記上面当接板部31は、壁パネルの上面
に当接されるもので、溝形鋼の上フランジ30aの端部
で形成されており、該上面当接板部31には、釘穴31
aが形成されている。前記前記挿入板部32は、壁パネ
ルに形成されたスリットに挿入されるもので、溝形鋼の
ウエブ30bの端部で形成されている。前記側面当接板
部33は、前記壁パネルの側面に当接されるもので、溝
形鋼の下フランジ30cの端部を上方に直角に折り曲げ
て形成され、該側面当接板部33には釘穴33aが形成
されている。そして、上記構成の鋼製マグサ30は、前
記第1実施形態例の場合と同様にして壁パネルに取付け
固定され、同様の作用効果を得ることができる。
The upper surface contact plate portion 31 is abutted on the upper surface of the wall panel and is formed at the end of the upper flange 30a of the channel steel. Nail hole 31
a is formed. The insertion plate 32 is inserted into a slit formed in a wall panel, and is formed at an end of a channel steel web 30b. The side surface contact plate portion 33 abuts against the side surface of the wall panel, and is formed by bending an end of the lower flange 30c of the channel steel upward at a right angle. Is formed with a nail hole 33a. Then, the steel magsa 30 having the above configuration is attached and fixed to the wall panel in the same manner as in the case of the first embodiment, and the same operation and effect can be obtained.

【0037】図8に示す鋼製マグサ40は、溝型鋼で形
成されており、その端部には、上面当接板部41と側面
当接板部42,43とが形成されている。前記上面当接
板部41は、壁パネルの上面に当接されるもので、溝形
鋼の上フランジ40aの端部で形成されており、該上面
当接板部41には、釘穴41aが形成されている。
The steel magsa 40 shown in FIG. 8 is made of channel steel, and has an upper surface contact plate portion 41 and side contact plate portions 42 and 43 at its ends. The upper surface contact plate portion 41 is in contact with the upper surface of the wall panel and is formed by the end of the upper flange 40a of the channel steel, and the upper surface contact plate portion 41 has a nail hole 41a. Are formed.

【0038】前記側面当接板部42は、壁パネルの側面
に当接されるもので、前記溝形鋼のウエブ40bの端部
を横方向に直角に折り曲げて形成されており、該側面当
接板部42には、一対の釘穴42a,42aが形成され
ている。前記側面当接板部43は、壁パネルの側面に当
接されるもので、前記溝形鋼の下フランジ40cの端部
を下方に直角に折り曲げて形成されており、該側面当接
板部43には、釘穴23aが形成されている。そして、
上記構成の鋼製マグサ40は、前記第2実施形態例の場
合と同様にして壁パネルに取付け固定され、同様の作用
効果を得ることができる。
The side contact plate 42 contacts the side of the wall panel, and is formed by bending an end of the channel steel web 40b at right angles in the horizontal direction. The contact plate 42 has a pair of nail holes 42a, 42a. The side surface contact plate portion 43 is to be in contact with the side surface of the wall panel, and is formed by bending an end of the lower flange 40c of the channel steel downward at a right angle. A nail hole 23a is formed in 43. And
The steel magsa 40 having the above configuration is attached and fixed to the wall panel in the same manner as in the case of the second embodiment, and the same operation and effect can be obtained.

【0039】[0039]

【発明の効果】以上説明したように、本発明の請求項1
の鋼製横架材は、端部が壁の上面に当接される水平な上
面当接板部と、壁に形成されたスリットに挿入される挿
入板部と、壁の側面に当接固定される側面当接板部とか
ら構成されたものであるから、その挿入板部を壁に形成
されたスリットに挿入するとともに、上面当接板部を前
記壁の上面に当接し、さらに、側面当接板部を前記壁の
側面に当接し、この状態で上面当接板を壁の上面に固定
するとともに、側面当接板部を壁の側面に固定すること
で、従来と異なり受合板や受金物等を要することなく、
鋼製横架材を壁に直接取付けることができる。したがっ
て、従来に比して部品点数を削減することができるの
で、コスト低減と、施工の簡略化を図ることができる。
As described above, according to the first aspect of the present invention,
The horizontal member made of steel has a horizontal upper surface contact plate part whose end abuts on the upper surface of the wall, an insertion plate part inserted into a slit formed in the wall, and abuts and fixes on the side surface of the wall. And a side contact plate portion to be inserted, the insertion plate portion is inserted into a slit formed in the wall, and the upper surface contact plate portion contacts the upper surface of the wall. By contacting the contact plate portion with the side surface of the wall, and fixing the upper surface contact plate to the upper surface of the wall in this state, and fixing the side contact plate portion to the side surface of the wall, unlike the related art, Without the need for money, etc.
Steel crosspieces can be mounted directly to the wall. Therefore, the number of parts can be reduced as compared with the related art, so that the cost can be reduced and the construction can be simplified.

【0040】請求項2の鋼製横架材は、請求項1におい
て、前記上面当接板部をH形鋼の上フランジの端部で形
成し、前記挿入板部を前記H形鋼のウエブの端部で形成
し、前記側面当接板部を前記H形鋼の下フランジの端部
を上方に直角に折り曲げて形成したものであるから、請
求項1と同様の効果を得ることができるのは勿論のこ
と、H形鋼の下フランジの端部を折り曲げ加工するだけ
で、前記上面当接板部、挿入板部、側面当接板部を容易
に形成することができる。
According to a second aspect of the present invention, in the steel transverse member according to the first aspect, the upper surface contact plate portion is formed at an end of an upper flange of an H-shaped steel, and the insertion plate portion is formed of a web of the H-shaped steel. Since the end portion of the lower flange of the H-shaped steel is formed by bending the end portion of the lower flange upward at a right angle, the same effect as in claim 1 can be obtained. Needless to say, the upper surface contact plate, the insert plate, and the side contact plate can be easily formed only by bending the end of the lower flange of the H-shaped steel.

【0041】請求項3の鋼製横架材の取付け構造は、壁
の上面に前記鋼製横架材の上面当接板部が当接固定さ
れ、前記壁に形成されたスリットに前記挿入板部が挿入
され、さらに、前記壁の側面に前記側面当接板部が当接
固定されているものであるから、鋼製横架材の上下方向
における位置決め、鋼製横架材の壁の長さ方向における
位置決め、および鋼製横架材の壁の厚さ方向における位
置決めを確実に行って該鋼製横架材を壁に直接固定する
ことができる。
According to a third aspect of the present invention, in the structure for mounting a steel transverse member, an upper surface contact plate portion of the steel transverse member is abutted and fixed to an upper surface of a wall, and the insertion plate is inserted into a slit formed in the wall. Part is further inserted, and furthermore, the side contact plate portion is fixedly abutted on the side surface of the wall, so that the vertical positioning of the steel horizontal member, the length of the wall of the steel horizontal member, The positioning in the vertical direction and the positioning in the thickness direction of the wall of the steel cross member can be reliably performed, and the steel cross member can be directly fixed to the wall.

【0042】請求項4の鋼製横架材は、端部が壁の上面
に当接される水平な上面当接板部と、壁の側面に当接固
定される側面当接板部とから構成されているものである
から、その上面当接板部を前記壁の上面に当接するとと
もに、側面当接板部を前記壁の側面に当接し、この状態
で上面当接板を壁の上面に固定するとともに、側面当接
板部を壁の側面に固定することで、従来と異なり受合板
や受金物等を要することなく、鋼製横架材を壁に直接取
付けることができる。したがって、したがって、従来に
比して部品点数を削減することができるので、コスト低
減と、施工の簡略化を図ることができる。
According to a fourth aspect of the present invention, there is provided a steel transverse member comprising: a horizontal upper surface contact plate portion whose end portion is in contact with the upper surface of the wall; and a side contact plate portion which is fixed in contact with the side surface of the wall. Therefore, the upper surface contact plate is in contact with the upper surface of the wall, and the side surface contact plate is in contact with the side surface of the wall. By fixing the side contact plate portion to the side surface of the wall, the steel horizontal member can be directly attached to the wall without requiring a receiving plate, a receiving object, or the like, unlike the related art. Therefore, the number of parts can be reduced as compared with the conventional case, so that the cost can be reduced and the construction can be simplified.

【0043】請求項5の鋼製横架材は請求項4におい
て、前記上面当接板部をH形鋼の上フランジの端部で形
成し、前記側面当接板部を、前記H形鋼のウエブの端部
を横方向に直角に折り曲げ、さらに、前記H形鋼の下フ
ランジの端部を下方に直角に折り曲げて形成したもので
あるから、請求項4と同様の効果を得ることができるの
は勿論のこと、H形鋼のウエブおよび下フランジの端部
を折り曲げ加工するだけで、前記上面当接板部、側面当
接板部を容易に形成することができる。
According to a fifth aspect of the present invention, in the steel transverse member according to the fourth aspect, the upper surface contact plate portion is formed at an end of an upper flange of the H-shaped steel, and the side surface contact plate portion is formed of the H-shaped steel. Since the end of the web is bent at right angles in the lateral direction, and the end of the lower flange of the H-shaped steel is bent downward at right angles, the same effect as in claim 4 can be obtained. Needless to say, the upper surface contact plate portion and the side contact plate portion can be easily formed only by bending the end portions of the web of the H-section steel and the lower flange.

【0044】請求項6の鋼製横架材の取付け構造は、壁
の上面に前記鋼製横架材の上面当接板部が当接固定さ
れ、前記壁の側面に前記側面当接板部が当接固定されて
いるものであるから、鋼製横架材の上下方向における位
置決めおよび鋼製横架材の壁の厚さ方向における位置決
めを確実に行って該鋼製横架材を壁に直接固定すること
ができる。また、この鋼製横架材の取付け構造は、壁に
スリットがない場合でも、鋼製横架材を壁に取付けるこ
とができる。
According to a sixth aspect of the present invention, in the structure for mounting a steel horizontal member, an upper surface contact plate portion of the steel horizontal member is fixedly abutted on an upper surface of a wall, and the side surface contact plate portion is fixed to a side surface of the wall. Are fixed in contact with each other, so that the positioning of the steel transverse member in the vertical direction and the positioning of the steel transverse member in the thickness direction of the wall are reliably performed, and the steel transverse member is fixed to the wall. Can be fixed directly. Further, with this steel horizontal member mounting structure, even when there is no slit in the wall, the steel horizontal member can be mounted on the wall.

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

【図1】本発明の鋼製横架材の第1例を示すもので、鋼
製横架材を壁パネルに取付けた状態を示す要部の側断面
図である。
FIG. 1 shows a first example of a steel horizontal member of the present invention, and is a side sectional view of a main part showing a state where the steel horizontal member is attached to a wall panel.

【図2】同、鋼製横架材の端部を示す斜視図である。FIG. 2 is a perspective view showing an end portion of the steel horizontal member.

【図3】同、鋼製横架材を壁パネルに取付けた状態を示
す要部の斜視図である。
FIG. 3 is a perspective view of a main part showing a state where the steel horizontal member is attached to a wall panel.

【図4】図3に示す壁パネルを示す斜視図である。FIG. 4 is a perspective view showing the wall panel shown in FIG. 3;

【図5】本発明の鋼製横架材の第2例を示すもので、鋼
製横架材を壁パネルに取付けた状態を示す要部の側断面
図である。
FIG. 5 is a side sectional view of a main part showing a second example of the steel horizontal member according to the present invention, showing a state where the steel horizontal member is attached to a wall panel.

【図6】同、鋼製横架材の端部を示す斜視図である。FIG. 6 is a perspective view showing an end of the steel horizontal member.

【図7】本発明の鋼製横架材の第3例を示すもので、鋼
製横架材の端部を示す斜視図である。
FIG. 7 is a perspective view showing a third example of the steel transverse member of the present invention, and showing an end portion of the steel transverse member.

【図8】本発明の鋼製横架材の第4例を示すもので、鋼
製横架材の端部を示す斜視図である。
FIG. 8 is a perspective view showing a fourth example of the steel transverse member of the present invention, and showing an end portion of the steel transverse member.

【図9】従来のマグサの壁への取付け構造の一例を示す
要部の斜視図である。
FIG. 9 is a perspective view of a main part showing an example of a conventional structure for attaching a magsa to a wall.

【符号の説明】[Explanation of symbols]

1 壁パネル(壁) 14 スリット 10,20,30,40 鋼製マグサ(鋼製横架材) 11,21,31,41 上面当接板部 12,32 挿入板部 13,22,23,42,43 側面当接板部 10a,20a,30a,40a 上フランジ 10b,20b,30b,40b ウエブ 10c,20c,30c,40c 下フランジ DESCRIPTION OF SYMBOLS 1 Wall panel (wall) 14 Slit 10, 20, 30, 40 Steel magsa (Steel horizontal member) 11, 21, 31, 41 Upper surface contact plate part 12, 32 Insertion plate part 13, 22, 23, 42 , 43 Side contact plate portion 10a, 20a, 30a, 40a Upper flange 10b, 20b, 30b, 40b Web 10c, 20c, 30c, 40c Lower flange

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 鋼材で形成され、端部が壁の上面に当接
される水平な上面当接板部と、この上面当接板部から下
方に直角に延在されて、壁に形成されたスリットに挿入
される挿入板部と、この挿入板部の下部に形成されて、
壁の側面に当接固定される側面当接板部とから構成され
ていることを特徴とする鋼製横架材。
1. A horizontal upper surface contact plate portion whose end is in contact with an upper surface of a wall, which is formed of a steel material, and which extends downward at a right angle from the upper surface contact plate portion to be formed on the wall. An insertion plate portion to be inserted into the slit, and formed at a lower portion of the insertion plate portion,
A steel transverse member comprising: a side contact plate fixed to a side surface of a wall.
【請求項2】 請求項1記載の鋼製横架材において、 前記鋼材がH形鋼で形成され、前記上面当接板部が前記
H形鋼の上フランジの端部で形成され、前記挿入板部が
前記H形鋼のウエブの端部で形成され、前記側面当接板
部が前記H形鋼の下フランジの端部を上方に直角に折り
曲げて形成されていることを特徴とする鋼製横架材。
2. The steel horizontal member according to claim 1, wherein the steel member is formed of an H-shaped steel, the upper surface contact plate is formed at an end of an upper flange of the H-shaped steel, and the insertion is performed. A steel plate, wherein a plate portion is formed at an end of the web of the H-shaped steel, and the side contact plate portion is formed by bending an end of a lower flange of the H-shaped steel upward at right angles. Horizontal material.
【請求項3】 請求項1または2記載の鋼製横架材を壁
に取付ける取付け構造であって、 前記壁の上面に前記鋼製横架材の上面当接板部が当接固
定され、前記壁に形成されたスリットに前記挿入板部が
挿入され、さらに、前記壁の側面に前記側面当接板部が
当接固定されていることを特徴とする鋼製横架材の取付
け構造。
3. A mounting structure for mounting the steel transverse member according to claim 1 or 2 to a wall, wherein an upper surface contact plate portion of the steel transverse member is abutted and fixed to an upper surface of the wall, A steel horizontal member mounting structure, wherein the insertion plate portion is inserted into a slit formed in the wall, and the side surface contact plate portion is fixedly abutted on a side surface of the wall.
【請求項4】 鋼材で形成され、端部が壁の上面に当接
される水平な上面当接板部と、この上面板部から下方に
直角に延在されて、壁の側面に当接固定される側面当接
板部とから構成されていることを特徴とする鋼製横架
材。
4. A horizontal upper surface contact plate portion formed of a steel material and having an end abutting on the upper surface of the wall, and extending vertically downward from the upper surface plate portion to abut on the side surface of the wall. A steel transverse member comprising a fixed side contact plate.
【請求項5】 請求項4記載の鋼製横架材において、 前記鋼材がH形鋼で形成され、前記上面当接板部が前記
H形鋼の上フランジの端部で形成され、前記側面当接板
部が、前記H形鋼のウエブの端部を横方向に直角に折り
曲げ、さらに、前記H形鋼の下フランジの端部を下方に
直角に折り曲げて形成されていることを特徴とする鋼製
横架材。
5. The steel horizontal member according to claim 4, wherein the steel material is formed of an H-shaped steel, the upper surface contact plate is formed at an end of an upper flange of the H-shaped steel, and the side surface is formed. The abutting plate portion is formed by bending an end portion of the web of the H-shaped steel transversely at right angles and further bending an end of a lower flange of the H-shaped steel downward at right angles. Steel horizontal members.
【請求項6】 請求項4または5記載の鋼製横架材を壁
に取付ける取付け構造であって、 前記壁の上面に前記鋼製横架材の上面当接板部が当接固
定され、前記壁の側面に前記側面当接板部が当接固定さ
れていることを特徴とする鋼製横架材の取付け構造。
6. A mounting structure for mounting the steel transverse member to a wall according to claim 4 or 5, wherein an upper surface contact plate portion of the steel transverse member is fixed to an upper surface of the wall, A structure for mounting a steel transverse member, wherein the side surface contact plate portion is fixedly abutted on a side surface of the wall.
JP1904497A 1997-01-31 1997-01-31 Steel lateral member and its mounting structure Pending JPH10219841A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1904497A JPH10219841A (en) 1997-01-31 1997-01-31 Steel lateral member and its mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1904497A JPH10219841A (en) 1997-01-31 1997-01-31 Steel lateral member and its mounting structure

Publications (1)

Publication Number Publication Date
JPH10219841A true JPH10219841A (en) 1998-08-18

Family

ID=11988431

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1904497A Pending JPH10219841A (en) 1997-01-31 1997-01-31 Steel lateral member and its mounting structure

Country Status (1)

Country Link
JP (1) JPH10219841A (en)

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