JPH11100940A - Building member - Google Patents

Building member

Info

Publication number
JPH11100940A
JPH11100940A JP28126397A JP28126397A JPH11100940A JP H11100940 A JPH11100940 A JP H11100940A JP 28126397 A JP28126397 A JP 28126397A JP 28126397 A JP28126397 A JP 28126397A JP H11100940 A JPH11100940 A JP H11100940A
Authority
JP
Japan
Prior art keywords
steel
steel materials
flanges
sections
shape
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
JP28126397A
Other languages
Japanese (ja)
Inventor
Wataru Watabe
渉 渡部
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.)
Caname Co Ltd
Original Assignee
Caname 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 Caname Co Ltd filed Critical Caname Co Ltd
Priority to JP28126397A priority Critical patent/JPH11100940A/en
Publication of JPH11100940A publication Critical patent/JPH11100940A/en
Pending legal-status Critical Current

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  • Panels For Use In Building Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a building member as a substitute for C-shape steel or a lightweight channel steel when a steel material formed so as to have a channel or a C- shaped cross section by means of a steel plate is used for a framework or a skeleton and a wall panel by fixing a face plate member thereto or when a truss is constituted of the steel materials. SOLUTION: Steel materials 1 used for building members are formed by making use of thin steel plate, a form thereof is formed of plane sections 2, elevation sections 3 raised from both ends of the plane sections 2 in an approximately U-shape, upper edges of the elevation sections 3 are horizontally folded in the outer direction to form flanges 4, and the elevation sections 3 are inclined to the outsides, and approximately U-shaped openin parts are opened wider than the width of each of the plane sections 2. The said steel materials 1 as one set of two pieces are formed by opposing the said opening parts to each other to connect the flanges 4 to each other. By the constitution, the flanges 4 opposed to each other to connect are used as ribs, and since there is no opening in the sides, rigidity as the steel materials is enhanced. In addition, in the case of conveyance, the steel materials 1 are conveyed in a state of the steel materials 1, the steel materials 1 can be piled up each other, and the conveyance can be executed in a narrower space.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】鋼板を用いて断面が溝形やC形に
なるように形成した鋼材を、枠組みや骨組みとして用
い、それに面板材を固定することで壁用のパネルにした
り、あるいはその鋼材でトラスを構成したりするが、本
発明はこれら建築用部材に関するものである。
[Industrial application] A steel plate formed by using a steel plate so that its cross section becomes a groove or a C shape is used as a frame or a frame, and a face plate is fixed thereto to form a panel for a wall or the like. Although the truss is made of steel, the present invention relates to these building members.

【0002】[0002]

【従来の技術】アメリカで生まれ、日本でも商品化が検
討されているスチールハウスは、軽量形鋼で壁枠などを
組み立てて作る鋼製枠組み住宅であり、近年、注目を集
めつつある。スチールハウスに用いられている鋼材は、
亜鉛メッキ鋼板を断面が溝形やC形になるように形成
し、この鋼材で額縁のような四角い枠を組み立て、その
枠の中に支柱や筋交いを入れてパネル状にする。そし
て、下地となる構造用合板等のボードを取り付けていく
のである。例えば、図7はC形鋼5をボード6に取り付
けた例をあらわすもので、補強のための筋交い7も例示
されている。図5は、ボード6でC形鋼5がサンドイッ
チされている状態を表す断面図である。屋根についてい
えば、鋼材で屋根トラスを組み立ててそれを大梁にのせ
て構成していくのである。
2. Description of the Related Art A steel house born in the United States and being considered for commercialization in Japan is a steel frame house made by assembling a wall frame and the like with lightweight shaped steel, and has been receiving attention in recent years. The steel materials used in steel houses are
A galvanized steel sheet is formed so as to have a groove or C-shaped cross section. A square frame such as a picture frame is assembled from this steel material, and a support or a brace is inserted into the frame to form a panel. Then, a board such as a structural plywood serving as a base is attached. For example, FIG. 7 shows an example in which a C-shaped steel 5 is attached to a board 6, and a brace 7 for reinforcement is also illustrated. FIG. 5 is a cross-sectional view illustrating a state where the C-shaped steel 5 is sandwiched between the boards 6. Speaking of the roof, a roof truss is assembled from steel and assembled on girders.

【0003】このC形鋼5を運搬する際、図6のよう
に、空間部分がなるべく小さくなるようにC形鋼5同士
を重ね合わせて運搬する。
When transporting the C-shaped steel members 5, as shown in FIG. 6, the C-shaped steel members 5 are stacked and transported so that the space is as small as possible.

【0004】[0004]

【発明が解決しようとする課題】図5のように、C形鋼
5をボード6でサンドイッチするが、C形鋼5は一方の
側面が開口しているため、図8のようにの上下方向から
加えられる圧力に弱いという問題点がある。図8は、ボ
ード6の上からC形鋼5に止着具8を打ち込んだ様子で
あるが、開口部分を有している方の側面部に近い箇所に
止着具を打ち込むと、図のように変形してしまう危険が
ある。
As shown in FIG. 5, the C-shaped steel 5 is sandwiched by the board 6, but the C-shaped steel 5 has one side open, so that the vertical direction as shown in FIG. There is a problem that it is weak to the pressure applied from the outside. FIG. 8 shows a state in which the fastener 8 is driven into the C-shaped steel 5 from above the board 6. When the fastener is driven into a portion close to the side surface having the opening, FIG. There is a risk of deformation.

【0005】また、C形鋼5や軽溝形鋼はその形状故に
形鋼内側の空間部5aが大きいため、図6のように重ね
合わせて運搬しても、空間部5aにとられるスペースが
多くて嵩ばってしまい、輸送コストがかかってしまうと
いう問題点もある。
Further, since the C-section steel 5 and the light-groove section steel have a large space 5a inside the section steel because of their shapes, the space taken up in the space 5a even when they are transported in an overlapping manner as shown in FIG. There is also a problem that the bulk is bulky and the transportation cost is high.

【0006】本発明は、これらの問題点を解決するため
にC形鋼5や軽溝形鋼に代わる建築用部材を提供するも
のである。
The present invention provides an architectural member that replaces the C-shaped steel 5 and the light channel steel in order to solve these problems.

【0007】[0007]

【課題を解決するための手段】本発明にかかる建築用部
材は、鋼材を2個一組として形成されるものであるが、
この鋼材は、薄鋼板を用いて形成されており、その形状
は、平面部と、平面部の両縁から立ち上げられた立面部
とにより略コの字形に形成され、立面部の上縁が外方向
へ略水平に折曲されてフランジが形成され、立面部は外
側に傾斜している。このため、略コの字形の開口部分が
平面部の幅よりも広く開口している鋼材である。この鋼
材を2個一組とするのであるが、鋼材の開口部分を向か
い合わせて、フランジ同士を接続することで2個一組と
した建築用部材である。このように形成された建築用部
材を従来のC形鋼5や軽溝形鋼の代わりに用いる。
The architectural member according to the present invention is formed as a set of two steel materials.
This steel material is formed using a thin steel plate, and its shape is formed in a substantially U-shape by a flat portion and an upright portion rising from both edges of the flat portion, and is formed on the upright portion. The edge is bent outwardly substantially horizontally to form a flange, and the elevation is inclined outward. For this reason, it is a steel material in which the substantially U-shaped opening portion is wider than the width of the plane portion. The steel member is a set of two members, and the building member is a set of two members by facing the openings of the steel member and connecting the flanges. The building member thus formed is used in place of the conventional C-shaped steel 5 and light channel steel.

【0008】[0008]

【作用】本発明にかかる建築用部材の鋼材は、立面部が
外側に傾斜しており、略コの字形の開口部分が平面部の
幅よりも広く開口しているため、運搬するときは、すっ
ぽりと重ねることができる。そして、施工するときは、
この鋼材を2個1組で用い、互いの開口部分を向き合わ
せて、フランジ同士を接続することで建築用部材とし、
これを従来の形鋼1個の代わりに用いる。
The steel material of the architectural member according to the present invention has an upright surface inclined outward and a substantially U-shaped opening that is wider than the width of the plane portion. , Can be completely stacked. And when constructing,
Using this steel material in pairs, facing each other's openings and connecting the flanges to each other to form a building member,
This is used in place of one conventional section steel.

【0009】[0009]

【実施例】本発明にかかる建築用部材の実施例につい
て、図1から図4に基づいて説明する。図1はその鋼材
の斜視図であり、図2は鋼材を2個一組として建築用部
材にした様子をあらわし、図3は施工の際の説明図であ
る。また、図4は運搬のために鋼材を重ねている様子で
ある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a building member according to the present invention will be described with reference to FIGS. FIG. 1 is a perspective view of the steel material, FIG. 2 shows a state in which two steel materials are made into a set and used as a building member, and FIG. 3 is an explanatory view at the time of construction. FIG. 4 shows a state in which steel materials are stacked for transportation.

【0010】まず、図1に基づいて説明すると、建築用
部材Aに用いられる鋼材1は厚さが1.0mm前後であ
り、平面部2と、平面部の両縁から立ち上げられた立面
部3とにより略コの字形に形成されており、立面部3の
上縁が外方向へ略水平に折曲されてフランジ4が形成さ
れている。そして、立面部3は外側に傾斜しており、略
コの字形の開口部分が平面部2の幅よりも広く開口して
いる。
First, referring to FIG. 1, a steel material 1 used for a building member A has a thickness of about 1.0 mm, a plane portion 2 and an upright surface raised from both edges of the plane portion. The upper portion 3 is formed in a substantially U-shape by the portion 3, and the upper edge of the upright portion 3 is bent outward substantially horizontally to form a flange 4. The upright portion 3 is inclined outward, and a substantially U-shaped opening portion is wider than the width of the flat portion 2.

【0011】この鋼材1を、図2のように、2個1組で
用い、互いの開口部分を向き合わせて、フランジ4同士
を接続して建築用部材Aとする。これを従来の形鋼1個
の代わりに用いるのである。そうすると、図3のように
ボード6でサンドイッチしたときに、建築用部材Aの側
面に開口部分がなく、むしろ、両側面においてフランジ
4同士が接続させられているので、そのフランジ4がリ
ブとなり、図中の上下方向から加えられる圧力に強い形
状となる。このように、C形鋼や軽溝形鋼のような側面
に開口部分を有している部材と比べて高い剛性が出るの
で、鋼材を作るときに用いる鋼板は、従来のC形鋼や軽
溝形鋼を作るときに用いる鋼板よりも薄いものでよい。
As shown in FIG. 2, this steel material 1 is used as a set of two pieces, the opening portions thereof are opposed to each other, and the flanges 4 are connected to each other to form a building member A. This is used instead of one conventional section steel. Then, when sandwiched by the board 6 as shown in FIG. 3, there is no opening on the side surface of the building member A, but rather the flanges 4 are connected to each other on both side surfaces. The shape becomes strong against pressure applied from above and below in the figure. As described above, since a higher rigidity is obtained as compared with a member having an opening portion on a side surface such as a C-shaped steel or a light channel steel, a steel plate used for manufacturing a steel material is a conventional C-shaped steel or light It may be thinner than the steel plate used when making the channel steel.

【0012】さらに、鋼材1の立面部3が外側に傾斜し
ており、略コの字形の開口部分が平面部2の幅よりも広
く開口しているため、図4のように、鋼材1の開口部分
に別の鋼材1を、その平面部2から挿入することによ
り、すっぽりと重ねることができる。このため運搬する
ときは、鋼材1のまま運搬することで、複数個の鋼材1
を重ね合わせて運搬することができ、図6のように空間
部5aによって嵩張るという問題を解決して、輸送コス
トを軽減することができる。
Further, since the upright portion 3 of the steel material 1 is inclined outward and the substantially U-shaped opening is wider than the width of the flat portion 2, as shown in FIG. By inserting another steel material 1 from the flat portion 2 into the opening portion of, it is possible to completely overlap. For this reason, when transporting, a plurality of steel materials 1 are transported as they are.
Can be transported in an overlapping manner, and the problem of bulkiness due to the space portion 5a as shown in FIG. 6 can be solved, and the transportation cost can be reduced.

【0013】[0013]

【発明の効果】このように本発明にかかる建築用部材
は、鋼材を2個1組で用い、互いの開口部分を向き合わ
せて、フランジ同士を接続し、これを従来の形鋼1個の
代わりに用いるため、ボードでサンドイッチしたとき
に、従来の図5のように側面に開口部分ができることが
ない。むしろ、建築用部材の両側面においてフランジ同
士が接続させられているので、そのフランジがリブとな
り、図中の上下方向から加えられる圧力に強い形状とな
る。
As described above, the architectural member according to the present invention uses a pair of steel materials, faces the opening portions of each other, connects the flanges to each other, and connects the flanges to each other. Since it is used instead, when sandwiched by a board, there is no opening on the side as in the conventional FIG. Rather, since the flanges are connected to each other on both sides of the building member, the flanges serve as ribs, and have a shape that is resistant to pressure applied from above and below in the figure.

【0014】さらに、建築用部材の鋼材の立面部が外側
に傾斜しており、略コの字形の開口部分が平面部の幅よ
りも広く開口しているため、鋼材の開口部分に別の鋼材
を、その平面部から挿入することにより、すっぽりと重
ねることができる。このため運搬するときは、鋼材のま
ま運搬することで、複数個の鋼材を重ね合わせて運搬す
ることができ、図6のように空間部5aによって嵩張る
という問題を解決して、輸送コストを軽減することがで
きるものである。
[0014] Further, since the vertical surface of the steel material of the building member is inclined outward and the substantially U-shaped opening is wider than the width of the plane portion, another opening is formed at the steel material. By inserting the steel material from its flat part, it is possible to completely overlap it. For this reason, when transporting, a plurality of steel materials can be stacked and transported by transporting the steel material as it is, thereby solving the problem of bulkiness due to the space 5a as shown in FIG. Is what you can do.

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

【図1】本発明にかかる建築用部材の鋼材の一実施例の
斜視図である。
FIG. 1 is a perspective view of one embodiment of a steel member of a building member according to the present invention.

【図2】本発明にかかる建築用部材の一実施例の説明図
である。
FIG. 2 is an explanatory view of one embodiment of a building member according to the present invention.

【図3】本発明にかかる建築用部材の一実施例の説明図
である。
FIG. 3 is an explanatory view of one embodiment of a building member according to the present invention.

【図4】本発明にかかる建築用部材の鋼材の一実施例の
説明図である。
FIG. 4 is an explanatory view of one embodiment of a steel member of a building member according to the present invention.

【図5】従来の技術を表す図である。FIG. 5 is a diagram illustrating a conventional technique.

【図6】従来の技術を表す図である。FIG. 6 is a diagram illustrating a conventional technique.

【図7】従来の技術を表す図である。FIG. 7 is a diagram illustrating a conventional technique.

【図8】従来の技術を表す図である。FIG. 8 is a diagram showing a conventional technique.

【符号の説明】[Explanation of symbols]

A 建築用部材 1 鋼材 2 平面部 3 立面部 4 フランジ 5 C形鋼 5a 空間部 6 ボード 7 筋交 A Building member 1 Steel material 2 Plane part 3 Elevation part 4 Flange 5 C-shaped steel 5a Space part 6 Board 7 Brace

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 薄鋼板を用いて成形された鋼材の形状
は、平面部と、平面部の両縁から立ち上げられた立面部
とにより略コの字形に形成され、立面部の上縁が外方向
へ略水平に折曲されてフランジが形成され、前記立面部
は外側に傾斜している鋼材であり、該鋼材が2個一組と
され、開口部分が向かい合わせられて、フランジ同士が
接続させられている建築用部材。
The shape of a steel material formed by using a thin steel sheet is formed in a substantially U-shape by a flat portion and an upright portion raised from both edges of the flat portion. The edge is bent substantially horizontally outward to form a flange, and the upright surface portion is a steel material that is inclined outward, the steel material is a set of two, and the opening portions are opposed to each other, An architectural member in which flanges are connected to each other.
JP28126397A 1997-09-29 1997-09-29 Building member Pending JPH11100940A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28126397A JPH11100940A (en) 1997-09-29 1997-09-29 Building member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28126397A JPH11100940A (en) 1997-09-29 1997-09-29 Building member

Publications (1)

Publication Number Publication Date
JPH11100940A true JPH11100940A (en) 1999-04-13

Family

ID=17636645

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28126397A Pending JPH11100940A (en) 1997-09-29 1997-09-29 Building member

Country Status (1)

Country Link
JP (1) JPH11100940A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101010942B1 (en) 2001-10-15 2011-01-25 인텔리전트 엔지니어링 (바하마즈) 리미티드 Connector for structural sandwich plate members

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101010942B1 (en) 2001-10-15 2011-01-25 인텔리전트 엔지니어링 (바하마즈) 리미티드 Connector for structural sandwich plate members

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