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JPH0248562Y2 - - Google Patents

Info

Publication number
JPH0248562Y2
JPH0248562Y2 JP1985188159U JP18815985U JPH0248562Y2 JP H0248562 Y2 JPH0248562 Y2 JP H0248562Y2 JP 1985188159 U JP1985188159 U JP 1985188159U JP 18815985 U JP18815985 U JP 18815985U JP H0248562 Y2 JPH0248562 Y2 JP H0248562Y2
Authority
JP
Japan
Prior art keywords
brace
plate
frame
vertical frame
support plate
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
Application number
JP1985188159U
Other languages
Japanese (ja)
Other versions
JPS6296404U (en
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 filed Critical
Priority to JP1985188159U priority Critical patent/JPH0248562Y2/ja
Publication of JPS6296404U publication Critical patent/JPS6296404U/ja
Application granted granted Critical
Publication of JPH0248562Y2 publication Critical patent/JPH0248562Y2/ja
Expired legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【考案の詳細な説明】 (技術分野) 本考案は、略矩形状に形成した鋼製パネルにブ
レースを取付支持する構造に関する。
[Detailed Description of the Invention] (Technical Field) The present invention relates to a structure for attaching and supporting a brace to a steel panel formed into a substantially rectangular shape.

(従来技術及び問題点) 型鋼材からなる縦枠及び上,下枠を略矩形状に
形成し、その入隅部間にブレースを張設する構造
としては、例えば第4図の一部省略斜視図の如
く、チヤンネル状型鋼材の縦枠10と下枠20が
為す入隅部Cにガセツトプレート30を取付け、
このガセツトプレート30にブレース40の端部
を固定する方法や、第5図の一部省略斜視図で示
す如く、縦枠10と下枠20の入隅部Cに一対の
ガセツトプレート30,30を取付け、この両ガ
セツトプレート30,30間に直交させた状態で
取付プレート50を固定し、この取付プレート5
0にブレース40の端部を固定する方法等があ
る。
(Prior art and problems) As a structure in which a vertical frame and upper and lower frames made of shaped steel are formed into a substantially rectangular shape, and braces are stretched between the inner corners, for example, the partially omitted perspective view of Fig. 4 is used. As shown in the figure, a gusset plate 30 is attached to the inner corner C formed by the vertical frame 10 and the lower frame 20 of the channel-shaped steel material,
As shown in the partially omitted perspective view of FIG. 5, a pair of gusset plates 30, 30, and fix the mounting plate 50 in a state perpendicular between the two gusset plates 30, 30.
There is a method of fixing the end of the brace 40 to 0.

しかし前者は縦枠10及び上,下枠20がチヤ
ンネル状の型鋼材からなる為、ガセツトプレート
30をパネルの面内方向中央に配置することが出
来ない。よつてブレース40にかかる張力は偏奇
し、縦枠10,上,下枠20…によつて形成され
た鋼製パネルは面内に対して捩れが生ずる。
However, in the former case, since the vertical frame 10 and the upper and lower frames 20 are made of channel-shaped shaped steel, the gusset plate 30 cannot be placed at the center in the in-plane direction of the panel. Therefore, the tension applied to the brace 40 is uneven, and the steel panel formed by the vertical frame 10, upper and lower frames 20, etc. is twisted in the plane.

一方後者においては、両ガセツトプレート3
0,30間に取付プレート50を設けているので
前者の如くブレース40にかかる張力が面内にお
いて偏奇することはないが、ガセツトプレート3
0,30間に略直交させて取付プレート50を固
定することは施行上難しい。更に又取付プレート
50は縦枠10及び上,下枠20の各長さに対応
してガセツトプレート30,30間に所定の鉛直
角度で取付けなければならず、施工が難しい丈で
なく部品数の増加等の問題を生じている。
On the other hand, in the latter case, both gusset plates 3
Since the mounting plate 50 is provided between the gusset plate 3
It is difficult to fix the mounting plate 50 so that the angles are substantially orthogonal to each other. Furthermore, the mounting plate 50 must be installed at a predetermined vertical angle between the gusset plates 30 and 30 in accordance with the respective lengths of the vertical frame 10 and the upper and lower frames 20, and the number of parts is not limited to a length that is difficult to install. This is causing problems such as an increase in

(問題点を解決する為の手段) 本考案は上記問題点を解決する為に案出された
もので、略中央に支持プレートを立設した基板を
縦枠と上,下枠が為す入隅部に固定し、この支持
プレートとブレース端部に固定した取付プレート
とを定着させるもので、ブレースは偏奇なく引張
を負担し、且つ耐力上十分な筋違い機能を発揮す
る取付支持構造を提供するものである。
(Means for solving the problem) The present invention was devised to solve the above problem, and consists of a board with a support plate set up approximately in the center, and an inner corner formed by the vertical frame and the upper and lower frames. The support plate is fixed to the end of the brace, and the support plate and the mounting plate fixed to the end of the brace are fixed to each other, and the brace bears tension evenly and provides a mounting support structure that exhibits a sufficient bracing function in terms of strength. It is.

(実施例) 以下、図面に基づき本考案のブレースの取付支
持構造を詳細に説明する。
(Example) Hereinafter, the brace mounting and supporting structure of the present invention will be explained in detail based on the drawings.

第1図は、取付支持構造を構成する部品の斜視
図であり、第2図は同構成する部品によつて形成
された取付支持構造を示す一部省略斜視図であ
る。
FIG. 1 is a perspective view of parts constituting the mounting support structure, and FIG. 2 is a partially omitted perspective view showing the mounting support structure formed by the same components.

本考案の取付支持構造は、型鋼材の縦枠1の開
口11と下枠2の開口21を内角側にして形成し
た入隅部に設けられたもので、対角線上に対向し
た入隅部間に後述する如くブレースが張設され
る。鋼製パネルは通常ベースプレート3を基礎上
のアンカーボルトにナツト(何れも図示せず)を
螺合して立設される。この入隅部Cに補強プレー
ト4が溶着される(図では一つの入隅部における
構造を示す)。補強プレート4は基板41の縦方
向略中央に支持プレート42を立設し、かつ支持
プレート42と反対側に一対の側辺43,43を
設け、2平面視略〓状を成し、更にその上部には
上辺44を固定したものである。
The mounting support structure of the present invention is provided at an inside corner formed with the opening 11 of the vertical frame 1 and the opening 21 of the lower frame 2 of the shaped steel material on the inside corner, and is installed between the diagonally opposite inside corners. A brace is placed in place as described below. The steel panel is normally erected by screwing the base plate 3 onto the anchor bolts on the foundation with nuts (none of which are shown). A reinforcing plate 4 is welded to this inside corner C (the figure shows the structure at one inside corner). The reinforcing plate 4 has a support plate 42 erected approximately in the vertical center of the substrate 41, and a pair of side edges 43, 43 on the opposite side from the support plate 42, forming a substantially square shape when viewed from two planes. An upper side 44 is fixed to the upper part.

斯かる構造の補強プレート4は、その側辺4
3,43を縦枠1に向けて配置するとともに上,
下枠2の開口21内に収納し、側辺43,43及
び上辺44各々を縦枠1及び上,下枠2に溶着す
る。すると支持プレート42自体が縦枠1及び
上,下枠2の略中央に配置された状態となる。次
いで支持プレート42に設けたボルト孔hと鋼棒
製ブレース5の一端に固定した取付プレート6の
ボルト孔hとを整合させ、ハイテンシヨンボルト
Bによつて定着する。
The reinforcing plate 4 having such a structure has its side 4
3, 43 towards the vertical frame 1, and
It is stored in the opening 21 of the lower frame 2, and the side sides 43, 43 and the upper side 44 are welded to the vertical frame 1 and the upper and lower frames 2, respectively. Then, the support plate 42 itself is placed approximately at the center of the vertical frame 1 and the upper and lower frames 2. Next, the bolt hole h provided in the support plate 42 is aligned with the bolt hole h of the mounting plate 6 fixed to one end of the steel rod brace 5, and fixed with a high tension bolt B.

すなわち、鋼製パネルの入隅部Cに設けた補強
プレート4により、ブレース5は該パネルの面内
中央で定着され、しかも側辺43,43上辺44
と縦枠1及び上,下枠2との一体的溶着により補
剛効果の大きい構造となる。
That is, by means of the reinforcing plate 4 provided at the inside corner C of the steel panel, the brace 5 is fixed at the in-plane center of the panel, and also on the side edges 43, 43 and the upper edge 44.
By integrally welding the vertical frame 1 and the upper and lower frames 2, a structure with a large stiffening effect is achieved.

第3図は、補強プレート4の他の実施例を示す
斜視図である。補強プレート4において、上辺4
4を支持プレート42と同じ側に設け、且つ支持
プレート42と溶着させることにより支持プレー
ト42自体の補剛効果を向上させたものである。
FIG. 3 is a perspective view showing another embodiment of the reinforcing plate 4. FIG. In the reinforcing plate 4, the upper side 4
4 is provided on the same side as the support plate 42 and is welded to the support plate 42, thereby improving the stiffening effect of the support plate 42 itself.

(効果) 以上の構成を有するブレースの取付支持構造に
おいて、 補強プレートは、その側辺を上枠又は下枠の
開口内に収納して溶着されるので、常に鋼製パ
ネルの面内中央に収められることとなり、ブレ
ースにかかる張力は偏奇しない。よつて鋼製パ
ネルに捩れ等を与えることがなく、応力伝播も
単純となる。
(Effects) In the brace mounting support structure having the above configuration, the reinforcing plate is welded with its sides housed within the openings of the upper frame or lower frame, so it is always placed in the center of the steel panel. Therefore, the tension on the brace will not be eccentric. Therefore, no twisting or the like is imparted to the steel panel, and stress propagation becomes simple.

ブレースの定着は、取付プレートと支持プレ
ートをハイテンシヨンボルトで締着させればよ
く、よつて縦枠や上,下枠の長さ、所謂鋼製パ
ネルの形状が変化しても補強プレートの位置、
形状を変える必要がなく作業性が一段と向上す
る。
The brace can be fixed by fastening the mounting plate and the support plate with high tension bolts. Therefore, even if the length of the vertical frame, upper and lower frames, or the shape of the so-called steel panel changes, the position of the reinforcing plate will remain the same. ,
Workability is further improved as there is no need to change the shape.

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

第1図は、本考案に係るブレースの取付支持構
造を構成する部品の斜視図、第2図は、同部品に
よつて形成された取付支持構造を示す一部省略斜
視図、第3図は、補強プレートの他の実施例を示
す斜視図、第4図は、従来例を示す一部省略斜視
図、第5図は、他の従来例を示す一部省略斜視図
である。 1,1……縦枠、2,2上,下枠、4……補強
プレート、41……基板、42……支持プレー
ト、43,43……側辺、44……上辺、5……
鋼棒ブレース、6……取付プレート、C……入隅
部。
FIG. 1 is a perspective view of parts constituting an attachment support structure for a brace according to the present invention, FIG. 2 is a partially omitted perspective view showing an attachment support structure formed by the same parts, and FIG. , FIG. 4 is a partially omitted perspective view showing a conventional example, and FIG. 5 is a partially omitted perspective view showing another conventional example. 1, 1... Vertical frame, 2, 2 Upper and lower frames, 4... Reinforcement plate, 41... Board, 42... Support plate, 43, 43... Side edge, 44... Upper edge, 5...
Steel bar brace, 6...Mounting plate, C...Inner corner.

Claims (1)

【実用新案登録請求の範囲】 縦枠の開口と上枠又は下枠の開口とを内角側に
して形成した入隅部に補強プレートを溶着し、該
補強プレートに鋼棒製ブレースを定着するブレー
スの取付支持構造において、 前記補強プレートは、基板とその縦方向略中央
に立設した支持プレートと、 該基板の両側でかつ該支持プレートとは反対側
に設けた一対の側辺とにより平面視略〓状に形成
されたもので、 前記両側辺を、前記縦枠に向けて配置するとと
もに上枠又は下枠の開口内に収納し、該側辺と縦
枠及び上枠又は下枠とを溶着し、 前記支持プレートと、鋼棒製ブレースの一端に
固定した取付プレートとをボルトを介して定着す
ることを特徴とするブレースの取付支持構造。
[Scope of Claim for Utility Model Registration] A brace in which a reinforcing plate is welded to an inside corner formed with the opening of the vertical frame and the opening of the upper frame or lower frame on the inside corner, and a steel bar brace is fixed to the reinforcing plate. In the mounting support structure, the reinforcing plate is formed by a substrate, a support plate vertically provided approximately at the center of the substrate, and a pair of side edges provided on both sides of the substrate and opposite to the support plate. It is formed in a substantially square shape, with the both sides facing the vertical frame and housed in the opening of the upper frame or the lower frame, and the side sides and the vertical frame and the upper frame or the lower frame being connected. A brace mounting support structure, characterized in that the support plate and a mounting plate fixed to one end of a steel bar brace are fixed via bolts.
JP1985188159U 1985-12-06 1985-12-06 Expired JPH0248562Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985188159U JPH0248562Y2 (en) 1985-12-06 1985-12-06

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985188159U JPH0248562Y2 (en) 1985-12-06 1985-12-06

Publications (2)

Publication Number Publication Date
JPS6296404U JPS6296404U (en) 1987-06-19
JPH0248562Y2 true JPH0248562Y2 (en) 1990-12-20

Family

ID=31139269

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985188159U Expired JPH0248562Y2 (en) 1985-12-06 1985-12-06

Country Status (1)

Country Link
JP (1) JPH0248562Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS564102U (en) * 1979-06-22 1981-01-14

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS564102U (en) * 1979-06-22 1981-01-14

Also Published As

Publication number Publication date
JPS6296404U (en) 1987-06-19

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