JP3442259B2 - Thin steel support - Google Patents

Thin steel support

Info

Publication number
JP3442259B2
JP3442259B2 JP12778497A JP12778497A JP3442259B2 JP 3442259 B2 JP3442259 B2 JP 3442259B2 JP 12778497 A JP12778497 A JP 12778497A JP 12778497 A JP12778497 A JP 12778497A JP 3442259 B2 JP3442259 B2 JP 3442259B2
Authority
JP
Japan
Prior art keywords
flange
steel
web
mounting hardware
thin steel
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.)
Expired - Lifetime
Application number
JP12778497A
Other languages
Japanese (ja)
Other versions
JPH10299172A (en
Inventor
公司 半谷
喜満 村橋
高夫 小山
一巳 武藤
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.)
Asahi Kasei Corp
Nippon Steel Corp
Original Assignee
Asahi Kasei Corp
Nippon Steel Corp
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 Asahi Kasei Corp, Nippon Steel Corp filed Critical Asahi Kasei Corp
Priority to JP12778497A priority Critical patent/JP3442259B2/en
Publication of JPH10299172A publication Critical patent/JPH10299172A/en
Application granted granted Critical
Publication of JP3442259B2 publication Critical patent/JP3442259B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

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、主にスチールハウ
スにおいて、耐力耐震構造の屋根下地を構成する鋼製た
るきとして使用するのに適し、その他の建築用部材とし
ても使用可能な薄鋼板製支持部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is mainly applied to a steel house, and is suitable for use as a steel parquet that constitutes a roof substrate of a load-bearing and earthquake-resistant structure, and is made of a thin steel plate that can be used as other building members. Regarding a support member.

【0002】[0002]

【従来の技術】スチールハウスにおいては、屋根下地を
支持する薄鋼板を用いた鋼製たるきとして、図11に示
すH形鋼1、図12(A),(B)に示すC形鋼2、図
13(A),(B)に示すZ形鋼3、図14(A),
(B)に示す箱形断面の形鋼35などが使用される。
2. Description of the Related Art In a steel house, an H-section steel 1 shown in FIG. 11 and a C-section steel 2 shown in FIGS. 12 (A) and 12 (B) are used as a steel barrel using a thin steel plate for supporting a roof substrate. , Z-shaped steel 3 shown in FIGS. 13 (A), (B), FIG. 14 (A),
A steel section 35 having a box-shaped cross section shown in (B) is used.

【0003】[0003]

【発明が解決しようとする課題】図11に示すH形鋼1
では、ウエブ4とフランジ5との接合のため、溶接等の
接合作業を伴なうため、簡単に成形することができな
い。また、下フランジ5が邪魔になり、H形鋼1の下部
構造への取付けが困難であるという問題がある。
H-section steel 1 shown in FIG.
Then, since the web 4 and the flange 5 are joined together, a joining operation such as welding is involved, and therefore, the molding cannot be easily performed. Further, there is a problem that the lower flange 5 becomes an obstacle and it is difficult to attach the H-shaped steel 1 to the lower structure.

【0004】図12に示すC形鋼2では、成形と、下部
構造物への取付けも容易であるが、次の欠点がある。つ
まり、図12(B)に示すように脚部7を介して下部構
造物6に固着した取付金物8へウエブ10を当てがい、
ウエブ10と取付金物8に開設のボルト挿入孔11に取
付ボルト12を挿入し、ナット13を締結して両部材を
固着する。このとき、C形鋼2のフランジ14の中心線
1 が、取付金物8の中心線Sすなわちこれと合致す
るように設計された設計図面上のモジュール線Lから
ずれる。このため、設計,施工とも困難になり、さら
に、前記のずれにより取付金物8とC形鋼2は曲げモー
メントを受けてねじれやすく、構造的にも不利であると
いう問題がある。
The C-shaped steel 2 shown in FIG. 12 is easy to form and attach to the lower structure, but has the following drawbacks. That is, as shown in FIG. 12 (B), the web 10 is applied to the mounting hardware 8 fixed to the lower structure 6 via the leg portions 7,
The mounting bolt 12 is inserted into the bolt insertion hole 11 formed in the web 10 and the mounting hardware 8, and the nut 13 is fastened to fix both members. At this time, the center line L 1 of the flange 14 of the C-shaped steel 2 deviates from the center line S 1 of the mounting hardware 8 ( that is, the module line L 1 on the design drawing designed to match this ) . For this reason, both design and construction become difficult, and further, due to the above-mentioned deviation, the mounting hardware 8 and the C-shaped steel 2 are likely to be twisted due to a bending moment, which is disadvantageous in terms of structure.

【0005】図13に示すZ形鋼3では、そのウエブ1
5を取付金物8に固定したとき、フランジ16の中心線
1 が取付金物8の中心線S(すなわち設計図面上のモ
ジュール線L)と合致せず、ずれてしまうため、前記と
同様設計,施工ともに困難となると共に、構造上も不利
であるという問題がある。
The Z-shaped steel 3 shown in FIG.
When 5 is fixed to the mounting hardware 8, the center line L 1 of the flange 16 does not coincide with the center line S of the mounting hardware 8 (that is, the module line L on the design drawing) and is displaced. There is a problem in that it is difficult to construct and is disadvantageous in structure.

【0006】図14に示す箱形断面の形鋼35では、各
側面板(ウエブに相当)31と、取付金物8に開設のボ
ルト挿通孔32にわたって、長尺のボルト33を挿通
し、ナット34により締付固定する。このとき、箱形形
鋼35のフランジ36の中心線L1 が、取付金物8の中
心線Sすなわち設計図面のモジュール線Lからずれ
る。また一方の側面板31が2点鎖線で示すように内側
に撓むので、設計,施工とも困難になり、さらに前記の
ずれにより取付金物8は曲げモーメントを負担すること
になるので、構造的にも不利であるという問題がある。
In the steel section 35 having a box-shaped cross section shown in FIG. 14, a long bolt 33 is inserted through each side plate (corresponding to a web) 31 and a bolt insertion hole 32 formed in the mounting hardware 8 and a nut 34. Tighten and fix with. At this time, the center line L 1 of the flange 36 of the box-shaped steel 35 is displaced from the center line S of the mounting hardware 8 ( that is, the module line L 1 of the design drawing ) . Further, since one side plate 31 bends inward as shown by a chain double-dashed line, it is difficult to design and construct, and the above-mentioned deviation causes the mounting hardware 8 to bear a bending moment. Is also disadvantageous.

【0007】本発明は前記従来の問題点を解決したもの
で、薄鋼板製の支持部材を折り曲げ加工だけで成形で
き、また、下部構造物に接合した場合に、支持部材のフ
ランジの中心線が設計図面上のモジュール線と合致でき
るようにし、かつ長尺でも高耐力を発揮でき、また、取
付金物の他側面側に誤って取付けても、正規に一側面側
に正しい位置に取付けた場合と構造設計上同等な効果を
有する現場施工上優れている薄鋼板製支持部材を提供す
ることを目的とする。
The present invention solves the above-mentioned problems of the prior art. A support member made of a thin steel plate can be formed only by bending, and when joined to a lower structure, the center line of the flange of the support member is It is possible to match the module wire on the design drawing, and it is possible to demonstrate high yield strength even with a long length, and even if it is mistakenly mounted on the other side of the mounting hardware, it can be installed at the correct position on one side. An object of the present invention is to provide a thin steel plate supporting member which has an equivalent effect in structural design and is excellent in site construction.

【0008】この発明の薄鋼板製支持部材の形状とし
て、略J又は略逆J形とは下記の通り定義する。ウエブ
の両端側に、これと一体に折曲連設された第1フランジ
および第2フランジを備えており、前記第1フランジの
先端から折返してこれと一体に折曲連設された第3フラ
ンジを備えており、その第3フランジの他端側が前記第
1フランジと逆方向(ウエブを境にして反対方向)に延
長するように設けられており、前記第1フランジと前記
第2フランジとがウエブの一側面側の同じ側に配置され
たほぼ逆J字状端面形状を略逆J形と、また前記第1フ
ランジと前記第2フランジのいづれか一方がウエブの一
側面側に配置され、他方がウエブの他側面側に配置され
た略J字状端面形状を略J形と言う。前記第1〜第3フ
ランジはウエブに対して直角に連設されるのがよく、ま
た1〜第3フランジは互いに平行に配設されるのが望ま
しい。
As the shape of the thin steel plate supporting member of the present invention, a substantially J shape or a substantially inverted J shape is defined as follows. A first flange and a second flange are provided on both ends of the web so as to be bent and integrally formed with the web, and the third flange is bent from the tip of the first flange to be integrally bent with the third flange. Is provided so that the other end side of the third flange extends in a direction opposite to the first flange (opposite direction across the web), and the first flange and the second flange are provided. The substantially inverted J-shaped end face shape disposed on the same side of one side surface of the web is a substantially inverted J shape, and one of the first flange and the second flange is disposed on one side surface side of the web, and the other. The substantially J-shaped end face shape disposed on the other side surface side of the web is referred to as a substantially J shape. It is preferable that the first to third flanges are continuously arranged at right angles to the web, and it is preferable that the first to third flanges are arranged in parallel with each other.

【0009】[0009]

【課題を解決するための手段】前記の目的を達成するた
め、本発明は、所定の長さを有し、取付金物に固着する
薄鋼板製支持部材であって、この支持部材は、ウエブの
両端を互いに同一方向又は反対方向に折曲げて第1フラ
ンジと第2フランジを設け、第1フランジの先端を折返
して第3フランジを設けることで略J又は略逆J形の端
面形状に構成してなり、前記第3フランジの先端から前
記ウエブまでの寸法をa、第3フランジの折曲げ側の基
端から前記ウエブまでの寸法をb、前記取付金物の厚さ
をtとするとき、a−b=tの関係に第3フランジを構
成することを特徴とする。また、前記第2フランジと第
3フランジの一方又は両方にリップを折曲げ形成すると
よい。
In order to achieve the above-mentioned object, the present invention is a thin steel plate supporting member having a predetermined length and fixed to a mounting metal object, which supporting member is made of a web. Both ends are bent in the same direction or opposite directions to provide a first flange and a second flange, and the tip of the first flange is folded back to provide a third flange to form a substantially J-shaped or an inverted J-shaped end face shape. The front of the third flange
The dimension up to the web is a, and the base on the bent side of the third flange is
The dimension from the edge to the web is b, and the thickness of the mounting hardware is
Is defined as t, the third flange is constructed in the relationship of a−b = t.
It is characterized by performing. Further, it is preferable that a lip be formed by bending one or both of the second flange and the third flange.

【0010】本発明によると、薄鋼板製支持部材を曲げ
加工で一体成形でき、しかも、これを取付金物へ取付施
工する際、支持部材のフランジの中心線L 1 を設計図面
上のモジュール線Lと容易,確実に合致させることがで
き、修正作業等を必要としない。
According to the present invention, the thin steel plate supporting member can be integrally formed by bending, and when the mounting member is mounted on the mounting hardware, the center line L 1 of the flange of the supporting member is designed.
The module line L can be easily and surely matched with the upper module line L, and no correction work is required.

【0011】[0011]

【発明の実施の形態】以下本発明の実施の形態を図を参
照して説明する。図1〜図4には、本発明の薄鋼板製支
持部材の一具体例として示す鋼製たるきのうち、第1例
に係る鋼製たるき17が示されている。この鋼製たるき
17は、厚さ0.8mm〜2.0mmの範囲、多くの場
合は、1.0mm厚で所定長さの一枚の薄鋼板を、ロー
ルフォーミングにより曲げ加工して図示の端面形状(略
逆J形と略称する)に成形されたもので、すなわち、ウ
エブ18と、ウエブ18の上下両端にそれぞれ第1フラ
ンジ(上部フランジ)20と第2フランジ(下部フラン
ジ)21が形成され、第1フランジ20の先端を上に折
返して前記第1フランジ20の上面に重合させて第3フ
ランジ22を形成して、鋼製たるき17が構成されてい
る。また、第3フランジ22の幅寸法の中心線L1 が、
後述の取付金物8の中心線と同一直線上に配置されるよ
うに、前記第2フランジ21側とは反対側のウエブ18
の一側面(後述の背面)から取付金物8の厚さの1/2
tの距離だけ偏位する位置になるように、当該第3フラ
ンジ22の幅寸法を設定して鋼製たるき17が構成され
ている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. 1 to 4 show a steel barrel 17 according to a first example among the steel barrels shown as a specific example of the thin steel plate supporting member of the present invention. The steel barrel 17 has a thickness in the range of 0.8 mm to 2.0 mm, and in many cases, a thin steel plate having a thickness of 1.0 mm and a predetermined length is bent by roll forming to be shown in the drawing. It is formed into an end face shape (generally referred to as an inverted J shape), that is, a web 18, and a first flange (upper flange) 20 and a second flange (lower flange) 21 are formed on the upper and lower ends of the web 18, respectively. Then, the tip of the first flange 20 is folded back and overlapped on the upper surface of the first flange 20 to form the third flange 22, and the steel barrel 17 is configured. Further, the center line L 1 of the width dimension of the third flange 22 is
The web 18 on the side opposite to the second flange 21 side is arranged so as to be arranged on the same straight line as the center line of the mounting hardware 8 described later.
1/2 of the thickness of the mounting hardware 8 from one side surface (back surface described later)
The steel slack 17 is configured by setting the width dimension of the third flange 22 so as to be displaced by the distance t.

【0012】つまり、図2に示すように第3フランジの
先端から中央までの寸法a、第3フランジの折曲げ側の
基端からウエブ18の一側面までの寸法b、第2フラン
ジと第3フランジ間の寸法c、ウエブから第2フランジ
の先端までの寸法dとし、a,b,c,dの比率を、 a≦c/2,b≦c/2,d≦b また、第3フランジ22の中心線L1 から取付金物8の
厚さtの半分だけずらした位置(a−b=tとなる位
置)にウエブ18の一側面が位置するようにウエブ18
を配置するのが、施工上最も好ましい。このように構成
すると、ウエブ18を取付金物8に当接して接合した
時、第3フランジ22の幅方向中央が取付金物8の中心
線と一致し理想的な施工状態となる。
That is, as shown in FIG. 2, the dimension a from the tip to the center of the third flange, the dimension b from the base end on the bending side of the third flange to one side surface of the web 18, the second flange and the third flange. The dimension c between the flanges, the dimension d from the web to the tip of the second flange, and the ratio of a, b, c, d are as follows: a ≦ c / 2, b ≦ c / 2, d ≦ b The web 18 is so positioned that one side surface of the web 18 is located at a position (position where a−b = t) that is displaced from the center line L 1 of 22 by half the thickness t of the mounting hardware 8.
It is most preferable for the construction to arrange. According to this structure, when the web 18 is brought into contact with and joined to the mounting hardware 8, the center of the third flange 22 in the width direction coincides with the center line of the mounting hardware 8 to provide an ideal working state.

【0013】前記鋼製たるき17は、図1に示されるよ
うに所定の長さ寸法 2 を有し、取付金物8を介して母
屋材である下部構造物6に取付けられる。つまり、母屋
材等の下部構造物6の上面に、垂直に起立する取付金物
8の下端の水平な脚部7が溶接またはボルト等の固着手
段により固定されており、取付金物8の一側面に水平配
置の鋼製たるき17のウエブ18の背面が当てがわれ、
取付金物8とウエブ18のボルト挿入孔23にわたって
取付ボルト24を挿通し、ナット25を締結すること
で、鋼製たるき17が取付金物8に固定される。
The steel barrel 17 has a predetermined length dimension L 2 as shown in FIG. 1, and is attached to the lower structure 6 which is a main material of the house through an attachment metal piece 8. That is, the horizontal leg 7 at the lower end of the vertically attached mounting hardware 8 is fixed to the upper surface of the lower structure 6 such as the main building material by welding or fixing means such as bolts, and is attached to one side surface of the mounting hardware 8. The back of the web 18 of the horizontally arranged steel slack 17 is applied,
The steel barrel 17 is fixed to the mounting hardware 8 by inserting the mounting bolt 24 through the mounting hardware 8 and the bolt insertion hole 23 of the web 18 and fastening the nut 25.

【0014】鋼製たるき17の各部の寸法関係を前記の
ように設けてあるので、図4のように、取付金物8に取
付けたとき、取付金物8の中心線Sと、第3フランジ2
2の中央線L1 が合致する。また同図に示すように鋼製
たるき17の第3フランジ22の上面に野地板26を載
置し、野地板26を貫通してドリリングタッピングねじ
27を第3フランジ22に打込むことにより、野地板2
6が鋼製たるき17に固着される。そして、鋼製たるき
17が野地板26の荷重を受けるとき、第3フランジ2
2の中心線L1 が設計上のモジュール線と一致している
ので、第3フランジ22の左右にほぼバランスして野地
板26からの荷重が加わり、それによりウエブ18で
は、その幅方向に沿って力が作用してウエブ18を曲げ
る方向には作用せず、したがって、強度的に最も望まし
い態様で荷重を受けることができる。
Since the dimensional relationship of each part of the steel barrel 17 is provided as described above, when attached to the mounting hardware 8, as shown in FIG. 4, the center line S of the mounting hardware 8 and the third flange 2 are attached.
The center line L 1 of 2 coincides. Further, as shown in the figure, by placing the base plate 26 on the upper surface of the third flange 22 of the steel barrel 17, and by driving the drilling tapping screw 27 into the third flange 22 through the base plate 26, Field board 2
6 is fixed to the steel barrel 17. When the steel barrel 17 receives the load of the base plate 26, the third flange 2
Since the center line L 1 of 2 coincides with the designed module line, the load from the base plate 26 is applied to the left and right sides of the third flange 22 in a substantially balanced manner, whereby the web 18 extends along its width direction. Force does not act in the direction in which the web 18 is bent, so that the load can be received in the most desirable manner in terms of strength.

【0015】図5は第1実施形態の変形例として示す第
2実施形態である。この第2実施形態の鋼製たるき17
aでは、第2フランジ21の先端から直角に上向に一体
に折曲連設されて第1リップ28が設けられており、ま
た、第3フランジ22の先端から下向きに直角に一体に
折曲連設されることにより第2リップ29が設けられて
いる。
FIG. 5 shows a second embodiment shown as a modification of the first embodiment. The steel barrel 17 of the second embodiment
In a, the first lip 28 is provided so as to be integrally bent at a right angle upward from the tip of the second flange 21, and the first lip 28 is provided. Further, at a right angle downward from the tip of the third flange 22, the first lip 28 is integrally bent. The second lip 29 is provided by being continuously provided.

【0016】この第2実施形態によると、第1リップ2
8を設けたことにより、第2フランジ21の捻りに対す
る強度が向上し、ひいてはウエブ18の捻りに対する強
度が向上する。同様に、第2リップ29を設けたことに
より、第3フランジ22の捻りに対する強度が向上し、
それに伴ない第1フランジ20の捻りに対する強度、さ
らには、ウエブ18に対する捻り強度が向上する。この
ようにして、第1リップ28と第2リップ29の相乗作
用で、鋼製たるき17a全体の捻りや曲げに対する強度
が一層向上する。
According to this second embodiment, the first lip 2
By providing No. 8, the strength against the twist of the second flange 21 is improved, and by extension, the strength against the twist of the web 18 is improved. Similarly, by providing the second lip 29, the strength of the third flange 22 against twisting is improved,
Along with that, the strength of the first flange 20 against twisting, and further the strength of twisting against the web 18 is improved. In this way, the synergistic action of the first lip 28 and the second lip 29 further improves the strength of the entire steel barrel 17a against twisting and bending.

【0017】図6、図7には本発明の第3実施形態に係
る鋼製たるき17bが示されている。この第3実施形態
では、鋼製たるき17bのウエブ18の一端側の第2フ
ランジ21が、第1実施形態の第2フランジ21と逆向
きに折り曲げて形成され、略J形に構成されている。こ
の第1,第3実施形態ともに第2フランジ21は、折曲
げ方向は逆であっても、いずれもウエブ18の捻じり、
曲げ等に対する強度を向上するものであるから、第3実
施形態の鋼製たるき17bにおいても、第1実施形態の
鋼製たるき17と同じ作用が奏される。
6 and 7 show a steel barrel 17b according to the third embodiment of the present invention. In the third embodiment, the second flange 21 on one end side of the web 18 of the steel barrel 17b is formed by bending in the opposite direction to the second flange 21 of the first embodiment, and is formed into a substantially J shape. There is. In both the first and third embodiments, the second flange 21 is twisted in the web 18 even if the bending direction is opposite,
Since the strength against bending and the like is improved, the steel barrel 17b of the third embodiment also has the same effect as the steel barrel 17 of the first embodiment.

【0018】第3実施形態においても、図6に示すよう
にa,b,c,dの各部の寸法は、第1実施形態の場合
と同じである。
Also in the third embodiment, as shown in FIG. 6, the dimensions of a, b, c and d are the same as those in the first embodiment.

【0019】次に前記第1,第2,第3実施形態の鋼製
たるき17,17a,17bを支持する下部構造物6の
スパンL2 (図1に示す)が長く、取付金物8,8の間
隔が長いときは、鋼製たるき17,17a,17bの中
間部の曲げ耐力、剛性が足りない部分では、例えば図8
に示すようにして簡単に補強できる。
Next, the span L 2 (shown in FIG. 1) of the lower structure 6 supporting the steel barrels 17, 17a, 17b of the first, second, and third embodiments is long, and the mounting hardware 8, 8 is long, when the bending strength and rigidity of the intermediate portion of the steel barrels 17, 17a, 17b are insufficient, for example, as shown in FIG.
It can be easily reinforced as shown in.

【0020】つまり、図8の例では第2実施形態と同じ
構造の鋼製たるき17aに対し、これと同一の断面形状
の短尺の補強部材17a−1を逆向きとして下側に組合
わせ、それぞれのウエブ18,18同士を部分的に重
ね、その重合部に複数のドリリングタッピングねじ3
0,30を打込むことにより、同一の断面構造である
製たるき17aと補強部材17a−1と一体化して容易
に補強できる。
That is, in the example of FIG. 8, a steel slack 17a having the same structure as that of the second embodiment is combined with a short reinforcing member 17a-1 having the same cross-sectional shape as that of the steel slack 17a in the opposite direction to the lower side, The webs 18, 18 are partially overlapped with each other, and a plurality of drilling tapping screws 3 are provided on the overlapping portion.
By implanting 0,30, steel of the same sectional structure
It can be easily reinforced by integrating the manufactured barrel 17a and the reinforcing member 17a-1.

【0021】したがって、補強部材17a−1で補強さ
れた鋼製たるき17aは、曲げ耐力・剛性が足りなくな
る中央部が十分に補強されることで、鋼製たるき17a
の断面形状を変更することも、部材の板厚を増すことも
なく、単に同一部材をただ重ねるだけで、必要な剛性・
耐力を発揮できる。鋼製たるき17aの第3フランジ2
2上面には、野地板26がドリリングタッピングねじ3
0により固着される。
Therefore, the steel slack 17a reinforced with the reinforcing member 17a-1 is sufficiently reinforced at the central portion where the bending strength and rigidity are insufficient, so that the steel slack 17a is reinforced.
There is no need to change the cross-sectional shape of the product or increase the plate thickness of the members.
You can demonstrate the proof stress. Third flange 2 of steel barrel 17a
2 On the upper surface, the ground plate 26 has a drilling tapping screw 3
It is fixed by 0.

【0022】図9は本発明の第4実施形態として、鋼製
たるき17aの取付金物8に対する第1実施形態と若干
異なる使用形態が示されている。つまり、第1実施形態
では、取付金物8の上端31が鋼製たるき17aのウエ
ブ18の背面の途中に位置しているのに対し、この第4
実施形態では、取付金物8の上端31が第3フランジ2
2の下面に届く態様で固定されている。他の構造は、第
1の実施形態と同じである。第4実施形態では、取付金
物8の上端31が第3フランジ22下面に接するまで伸
長しているので、第1実施形態の取付金物8と鋼製たる
き17との結合強度より一層強度が向上する。
FIG. 9 shows, as a fourth embodiment of the present invention, a mode of use in which the steel barrel 17a for the mounting hardware 8 is slightly different from the first embodiment. That is, in the first embodiment, the upper end 31 of the mounting hardware 8 is located in the middle of the back surface of the web 18 of the steel slack 17a, whereas in the fourth embodiment.
In the embodiment, the upper end 31 of the mounting hardware 8 has the third flange 2
It is fixed so that it can reach the lower surface of 2. The other structure is the same as that of the first embodiment. In the fourth embodiment, since the upper end 31 of the mounting hardware 8 extends until it comes into contact with the lower surface of the third flange 22, the strength is further improved over the coupling strength between the mounting hardware 8 and the steel barrel 17 of the first embodiment. To do.

【0023】次に、図10の(A),(B)を参照しな
がらこの発明の薄鋼板製支持部材の一例として鋼製たる
き17を取付金物8の正規の位置に取付けた場合(同図
A)と、鋼製たるき17の向きを間違えて取付金物8に
取付けた場合(同図B)について説明する。図10にお
ける(A)と(B)のいずれの場合も、鋼製たるき17
における第3フランジ22の中心線(面)L1 が取付金
物8の中心線(面)Sと同一直線(同一面)上に位置す
るようになり、いずれの場合においても各鋼製たるき1
7は、構造上および野地板26の支承部材として同等な
支持部材として作用できる。また、隣り合う左右の各野
地板26の端部が前記第3フランジ22の中央に配置さ
れる場合にも支障なく取付けることができるので、設計
及び施工上の自由度が高まる。これに対し前記従来の各
形鋼の場合には、形鋼1,2,3を取付金物8の一側面
側に取付けると、各上部フランジ5,14,16,36
が取付金物8の一側面または他側面側のいずれか一方の
側に偏位するように配置されることになるので、各野地
板26の端部を上部フランジ5,14,16,36に載
置する場合に、形鋼1,2,3,35を誤って取付金物
8の他側面側に取付けると、一方の野地板26が上部フ
ランジ5,14,16に載置できなくなるので、取付が
できなくなる。
Next, referring to FIGS. 10A and 10B, a case where a steel barrel 17 is attached to a regular position of the mounting hardware 8 as an example of the thin steel plate supporting member of the present invention (the same). A) and a case where the steel slack 17 is attached to the mounting hardware 8 in the wrong direction (FIG. B) will be described. In both cases (A) and (B) in FIG.
The center line (face) L 1 of the third flange 22 in FIG. 2 is located on the same straight line (face) as the center line (face) S of the mounting hardware 8, and in each case, each steel barrel 1
7 can act as an equivalent support member structurally and as a support member for the base plate 26. Further, even when the end portions of the left and right field plates 26 adjacent to each other are arranged at the center of the third flange 22, they can be attached without any trouble, so that the degree of freedom in design and construction is increased. On the other hand, in the case of each of the conventional shaped steels, when the shaped steels 1, 2 and 3 are attached to one side surface side of the mounting hardware 8, the upper flanges 5, 14, 16 and 36 are provided.
Will be arranged so as to be displaced to one side of the mounting hardware 8 on one side or the other side, so that the end portions of each field plate 26 are mounted on the upper flanges 5, 14, 16, 36. When the shaped steels 1, 2, 3 and 35 are mistakenly attached to the other side surface side of the mounting hardware 8 when placing, one of the ground plates 26 cannot be placed on the upper flanges 5, 14 and 16, so that the mounting is not possible. become unable.

【0024】本発明は、図示の実施形態に限定されず、
請求項記載の技術的範囲は実施形態を当業者が設計変更
できる範囲を含むものである。
The invention is not limited to the illustrated embodiment,
The technical scope described in the claims includes the scope in which a person skilled in the art can change the design.

【0025】本発明の薄鋼板製支持部材は梁材または胴
縁材あるいはその他の建築用部材としても使用すること
ができる。なお、本発明を実施する場合、ウエブの厚さ
が比較的薄いので、これを0として各第1,第3フラン
ジの張出長を設定してもよい。
The thin steel plate supporting member of the present invention can also be used as a beam member, a furring strip member, or other building members. In the case of carrying out the present invention, since the thickness of the web is relatively thin, this may be set to 0 to set the overhang length of each of the first and third flanges.

【0026】[0026]

【発明の効果】以上説明したように、本発明に係るスチ
ールハウス等における薄鋼板製支持部材によると、折
り曲げ加工だけで成形できるため容易に加工できる。
薄鋼板製支持部材を取付金物を介して下部構造物に接合
した場合、支持部材のフランジの中心が、設計上のモジ
ュール線と合致する位置にウエブが有るために、設計図
通りの施工が可能となり、設計・施工の簡略化が図れ
る。また、フランジにリップを設けることで支持部材の
強度が一層向上する。また、取付金物に対して、取付け
る場合の設計上及び施工上の自由度が高くなる。
As described above, according to the thin steel plate supporting member in the steel house or the like according to the present invention, it can be formed easily by bending only.
When the thin steel plate support member is joined to the lower structure via the mounting hardware, the web is located at the position where the center of the flange of the support member matches the module line in the design, so construction can be performed as designed Therefore, the design and construction can be simplified. Further, the strength of the support member is further improved by providing the lip on the flange. In addition, the degree of freedom in designing and constructing the mounting hardware is increased.

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

【図1】本発明の第1実施形態に係る鋼製たるきの取付
金物への取付状態を示す斜視図である。
FIG. 1 is a perspective view showing a state in which a steel slacker according to a first embodiment of the present invention is attached to an attachment hardware.

【図2】図1の鋼製たるきの拡大端面図である。FIG. 2 is an enlarged end view of the steel slack of FIG.

【図3】図2の鋼製たるきの斜視図である。3 is a perspective view of the steel barrel shown in FIG. 2. FIG.

【図4】第1実施形態に係る鋼製たるきの取付金物への
取付状態を示す断面図である。
FIG. 4 is a cross-sectional view showing a mounting state of the steel slack according to the first embodiment to a mounting hardware.

【図5】第2実施形態に係る鋼製たるきの斜視図であ
る。
FIG. 5 is a perspective view of a steel slack according to a second embodiment .

【図6】第3実施形態に係る鋼製たるきの端面図であ
る。
FIG. 6 is an end view of a steel slack according to a third embodiment.

【図7】図6の鋼製たるきの斜視図である。7 is a perspective view of the steel slack of FIG. 6. FIG.

【図8】(A)は、鋼製たるきの補強構造を示す端面
図、(B)は、同じく野地板を取付けた状態の端面図で
ある。
FIG. 8 (A) is an end surface showing a reinforcing structure of a steel barrel.
FIG, (B) is an end view of the state also fitted with sheathing.

【図9】第4実施形態として、図4と異なる鋼製たるき
の取付状態を示す断面図である。
FIG. 9 is a sectional view showing a mounting state of a steel slacker different from that in FIG. 4 as a fourth embodiment .

【図10】鋼製たるきを取付金物に取付ける場合の説明
図。
FIG. 10 is an explanatory view of a case where a steel slack is attached to a mounting hardware.

【図11】薄鋼板製支持部材の第1従来例として示すH
形鋼の端面図である。
FIG. 11 shows H as a first conventional example of a thin steel plate supporting member.
It is an end view of a shaped steel.

【図12】(A)は第2従来例として示すC形鋼の端面
図、(B)は取付金物への取付状態を示す断面図であ
る。
FIG. 12 (A) is an end view of a C-shaped steel shown as a second conventional example, and FIG. 12 (B) is a cross-sectional view showing a state of being attached to a fitting.

【図13】(A)は第3従来例として示すZ形鋼の端面
図、(B)は取付金物への取付状態を示す断面図であ
る。
FIG. 13A is an end view of a Z-shaped steel shown as a third conventional example, and FIG. 13B is a cross-sectional view showing a state of being attached to a fitting.

【図14】(A)は第4従来例として示す箱形鋼の端面
図、(B)は取付金物への取付状態を示す断面図であ
る。
FIG. 14A is an end view of the box-shaped steel shown as a fourth conventional example, and FIG. 14B is a cross-sectional view showing a state of being attached to a metal fitting.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小山 高夫 東京都千代田区有楽町1丁目1番2号 旭化成工業株式会社内 (72)発明者 武藤 一巳 東京都千代田区有楽町1丁目1番2号 旭化成工業株式会社内 (56)参考文献 特開 昭53−34328(JP,A) 特開 昭61−250249(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04C 3/04 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takao Koyama 1-2-2 Yurakucho, Chiyoda-ku, Tokyo Within Asahi Kasei Kogyo Co., Ltd. (72) Inventor Kazumi Muto 1-2-2 Yurakucho, Chiyoda-ku, Tokyo Asahi Kasei Kogyo Within the corporation (56) References JP-A-53-34328 (JP, A) JP-A-61-250249 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) E04C 3/04

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 所定の長さを有し、取付金物に固着する
薄鋼板製支持部材であって、この支持部材は、ウエブの
両端を折曲げて第1フランジと第2フランジを設け、第
1フランジの先端を折返して第3フランジを設けること
で略J又は略逆J形の端面形状に構成してなり、前記第
3フランジの先端から前記ウエブまでの寸法をa、第3
フランジの折曲げ側の基端から前記ウエブまでの寸法を
b、前記取付金物の厚さをtとするとき、a−b=tの
関係に第3フランジを構成することを特徴とする薄鋼板
製支持部材。
1. A support member made of a thin steel plate having a predetermined length and fixed to a mounting hardware, wherein the support member is provided with a first flange and a second flange by bending both ends of a web. Ri 1 Na constitute the end surface shape of a substantially J or approximately inverted J-shaped by providing the third flange folded tip of the flange, the second
3 The distance from the tip of the flange to the web is a, the third
Measure the dimension from the base end on the bent side of the flange to the web.
b, where t is the thickness of the mounting hardware, a−b = t
A thin steel plate characterized by constituting a third flange in a relation
Made support member.
【請求項2】 前記第2フランジと第3フランジの一方
又は両方にリップを折曲げ形成したことを特徴とする請
求項1に記載の薄鋼板製支持部材。
2. The thin steel plate supporting member according to claim 1, wherein a lip is formed by bending one or both of the second flange and the third flange.
JP12778497A 1997-05-02 1997-05-02 Thin steel support Expired - Lifetime JP3442259B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12778497A JP3442259B2 (en) 1997-05-02 1997-05-02 Thin steel support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12778497A JP3442259B2 (en) 1997-05-02 1997-05-02 Thin steel support

Publications (2)

Publication Number Publication Date
JPH10299172A JPH10299172A (en) 1998-11-10
JP3442259B2 true JP3442259B2 (en) 2003-09-02

Family

ID=14968605

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12778497A Expired - Lifetime JP3442259B2 (en) 1997-05-02 1997-05-02 Thin steel support

Country Status (1)

Country Link
JP (1) JP3442259B2 (en)

Also Published As

Publication number Publication date
JPH10299172A (en) 1998-11-10

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