JPH08177150A - Hollow wall panel installation structure for structural skeleton - Google Patents

Hollow wall panel installation structure for structural skeleton

Info

Publication number
JPH08177150A
JPH08177150A JP34087894A JP34087894A JPH08177150A JP H08177150 A JPH08177150 A JP H08177150A JP 34087894 A JP34087894 A JP 34087894A JP 34087894 A JP34087894 A JP 34087894A JP H08177150 A JPH08177150 A JP H08177150A
Authority
JP
Japan
Prior art keywords
wall panel
hollow wall
fixed
welded
hollow
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
JP34087894A
Other languages
Japanese (ja)
Inventor
Motohide Kawasaki
基秀 川崎
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.)
Clion Co Ltd
Original Assignee
Onoda ALC 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 Onoda ALC Co Ltd filed Critical Onoda ALC Co Ltd
Priority to JP34087894A priority Critical patent/JPH08177150A/en
Publication of JPH08177150A publication Critical patent/JPH08177150A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE: To reduce the quantity of material used by half, and thereby reduce the material cost and execution works when the hollow wall panel is installed to a structural skeleton. CONSTITUTION: A L shaped shorter scale angle 3 is welded so as to be fixed to the upper horizontal flange section 2 of a girder 1 composed of wide flange shapes as structural skeletons. Furthermore, a shorter carrier fitting 7 is welded so as to be fixed to the shorter scale angle 3 back to back, and a first hollow wall panel 5 is removably supported by the girder via these aforesaid components. Both of panels 5 and 10 are fixed to the girder by letting two lock fittings 15 which are welded so as to be fixed to the girder with a specified distance parted from the shorter carrier fitting 7, be held between each meander shaped plate 8 which is bolted to both lower end sections 5a and 5b of the first hollow panel 5, and each strap 11 which is bolted to both upper side sections 10a and 10b of a second hollow panel 10 fitted to the lower seam of the first hollow wall panel 5. The employment of the aforesaid structure thereby enables through angles used in the past to be reduced in number by half.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、中空壁パネルを建物の
梁等の構造躯体に取り付ける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 structure for attaching a hollow wall panel to a structural body such as a building beam.

【0002】[0002]

【従来の技術】従来から、中空壁パネルをH形鋼梁に取
り付ける構造として、種々の構造が知られているが、中
空壁パネルの反りを抑制するために典型的には、図2に
示すような構造が知られている。すなわち、中空壁パネ
ル50のほぼ4隅に相当する部位に、上下部の稲妻プレ
ート51、52の一端部をボルト止めし、上部の稲妻プ
レートをH形鋼梁53の下方フランジ54に溶接固定さ
れた断面逆L字形の第1通しアングル55に係止させる
とともに、中空壁パネルをその下方小口面において支承
する断面L字形の第2通しアングル56を下部の稲妻プ
レート52により抑え、その抑えられた第2通しアング
ル56を前記H形鋼梁53の下層に組み込まれた同様の
梁に公知の手段(いずれも図示なし)により固定されて
いる構造が知られている。
2. Description of the Related Art Conventionally, various structures have been known as a structure for attaching a hollow wall panel to an H-shaped steel beam, but in order to suppress the warp of the hollow wall panel, it is typically shown in FIG. Such a structure is known. That is, one end of the upper and lower lightning plates 51, 52 is bolted to the portions corresponding to the four corners of the hollow wall panel 50, and the upper lightning plate is welded and fixed to the lower flange 54 of the H-shaped steel beam 53. The first through angle 55 having an inverted L-shaped cross section is locked, and the second through angle 56 having an L-shaped cross section that supports the hollow wall panel at the lower fore surface thereof is held down by the lower lightning plate 52. There is known a structure in which the second through angle 56 is fixed to a similar beam incorporated in the lower layer of the H-shaped steel beam 53 by a known means (neither is shown).

【0003】[0003]

【発明が解決しようとする課題】前記の構造によると、
H形鋼梁に対して確実に中空壁パネルを固定できるとい
う利点があるが、各層の壁パネルにつき2本の長い通し
アングルを必要とし、その長さに応じて溶接箇所が増大
するという問題があった。本発明の課題は、前記の通し
アングルを半減させて材料コスト及び施工作業を軽減で
きる中空壁パネルの取付け構造を提供することにある。
According to the above structure,
Although there is an advantage that the hollow wall panel can be securely fixed to the H-shaped steel beam, there is a problem that two long through angles are required for each layer wall panel and the number of welded points increases depending on the length. there were. An object of the present invention is to provide a hollow wall panel mounting structure capable of reducing the above-mentioned through angle by half to reduce material cost and construction work.

【0004】[0004]

【課題を解決するための手段】本発明は前記の課題を解
決するために、前記構造を次の要件からなる構造とす
る。(a)構造躯体に対して、L形鋼からなる短尺定規
アングルがその垂直フランジ部を外側して溶接固定され
ていること、(b)第1の中空壁パネルの下方小口面を
支承する断面L形の短尺受け金物が前記垂直フランジ部
に背中合わせに溶接固定されていること、(c)前記第
1の中空壁パネルの下部両側部寄りに稲妻プレートの一
端部ボルト止めされていること、(d)前記第1の中空
壁パネルの下層に建て付けられた第2の中空壁パネルの
上部両側部寄りに短冊形プレートの一端部がボルト止め
されていること、(e)前記短冊形プレートの上部と前
記稲妻プレートの下部とによって、側面がL形をなす係
止金具の垂直フランジ部が挾持されていること、(f)
前記係止金具の水平フランジ部が前記構造躯体に係止・
固定されていること。
In order to solve the above-mentioned problems, the present invention provides the above-mentioned structure with the following requirements. (A) A short ruler angle made of L-shaped steel is welded and fixed to the structural body with its vertical flange portion outside, and (b) a cross-section that supports the lower edge face of the first hollow wall panel. An L-shaped short receiving member is fixed to the vertical flange portion by back-to-back welding, and (c) One end portion of a lightning plate is bolted to both lower side portions of the first hollow wall panel. d) One end of the strip-shaped plate is bolted to both sides of the upper part of the second hollow-wall panel built in the lower layer of the first hollow-wall panel, (e) the strip-shaped plate The upper flange and the lower part of the lightning plate hold the vertical flange of the L-shaped locking metal fitting, (f)
The horizontal flange part of the locking metal fitting is locked to the structural frame.
Be fixed.

【0005】[0005]

【作用】上記の構造を採用することにより、本発明は次
の通り作用する。第1の中空壁パネルはその小口面にお
いて、短尺受け金物及びそれが溶接固定されている短尺
定規アングルによって構造躯体に支持される。また、上
下層の第1、第2の中空壁パネルは、短冊形プレートの
上部と前記稲妻プレートの下部とに間で垂直フランジ部
が挾持され、その垂直フランジ部が前記構造躯体に固定
されている係止金具によって厚さ方向への変位が阻止さ
れる。従来技術における長い通しアングルは、前記短尺
定規アングルと係止金具に置き換えられた恰好になり、
しかもそれらを第1の中空壁パネルと第2の中空壁パネ
ルとの間に存在させるだけでよいので、従来技術では各
層の中空壁パネルに2本使用していた通しアングルに比
較して大巾に部材の使用量が少なくなる。
The present invention operates as follows by adopting the above structure. The edge of the first hollow wall panel is supported on the structural frame by the short receiving member and the short ruler angle to which it is fixed by welding. In addition, in the first and second hollow wall panels in the upper and lower layers, a vertical flange portion is sandwiched between an upper portion of the strip plate and a lower portion of the lightning plate, and the vertical flange portion is fixed to the structural frame. The locking metal fittings prevent the displacement in the thickness direction. The long through angle in the prior art has been replaced by the short ruler angle and the locking metal fitting,
Moreover, since they only have to be present between the first hollow wall panel and the second hollow wall panel, they are much wider than the through angles used in the prior art for two hollow wall panels. In addition, the amount of materials used is reduced.

【0006】[0006]

【実施例】次に、本発明を代表的な構造躯体である梁に
中空壁パネルを取り付ける態様に具体化した実施例を図
1に基づいて詳述する。梁1に押し出し成形法で製造さ
れた縦長(図1においては上方の一部しか描かれていな
い)の中空壁パネル5,10が上下層に建て込まれる。
後述する方法と同様に、又は建物の基礎となる部分に下
層の第2の中空壁パネル10が建込まれており、その上
部両側部10a、10b寄りに短冊形プレート11の下
部12が公知の手段によりボルト止めされるとともに、
同プレート11の上部13が第2の中空壁パネル10の
上方小口面から突出されている。
EXAMPLE Next, an example in which the present invention is embodied in a mode in which a hollow wall panel is attached to a beam which is a typical structural body will be described in detail with reference to FIG. Vertically elongated hollow wall panels 5 and 10 (only a part of which is drawn upward in FIG. 1) manufactured by an extrusion method are built in the beam 1 in upper and lower layers.
The second hollow wall panel 10 of the lower layer is built in the same way as the method described later or in the base part of the building, and the lower part 12 of the strip-shaped plate 11 is known near the upper side parts 10a, 10b. Bolted by means,
The upper portion 13 of the plate 11 projects from the upper edge surface of the second hollow wall panel 10.

【0007】次に、第2の中空壁パネル10の上層階に
建込まれる第1の中空壁パネル5を用意して、その下部
両側部5a、5b寄りに稲妻プレート8の一端部である
上部9を公知の手段により仮にボルト止めする。
Next, the first hollow wall panel 5 to be built on the upper floor of the second hollow wall panel 10 is prepared, and the upper part which is one end part of the lightning plate 8 is located near both lower parts 5a and 5b. 9 is temporarily bolted by a known means.

【0008】そして、前記梁1の上方水平フランジ部2
において第2の中空壁パネル10の短冊形プレート11
の存在位置と相対する二つの部位に、側面がL形をなす
係止金具15をその垂直フランジ部16が前記短冊プレ
ート11と当接するよう溶接固定する。そしてさらに、
前記水平フランジ部2において2つの係止金具15が溶
接された位置の中間にL形鋼からなる短尺定規アングル
3をその垂直フランジ部4を外側して溶接固定するとと
もに、その垂直フランジ部4の背面に断面L形の短尺受
け金物7を背中合わせに溶接固定する。
The upper horizontal flange portion 2 of the beam 1
In the rectangular plate 11 of the second hollow wall panel 10
The L-shaped locking metal fittings 15 are welded and fixed to the two portions facing the existing position so that the vertical flange portions 16 thereof come into contact with the strip plates 11. And further,
A short ruler angle 3 made of L-shaped steel is welded and fixed outside the vertical flange portion 4 in the middle of the position where the two locking fittings 15 are welded in the horizontal flange portion 2, and A short receiving metal piece 7 having an L-shaped cross section is welded and fixed back to back on the back side.

【0009】このような状態にしてから、第1の中空壁
パネル5を前記短尺受け金物7の上に載置するととも
に、同パネル5とそれに仮止めされている稲妻プレート
8の下部14との間に、前記短冊形プレート11の上部
13と係止金具15の垂直フランジ部16とが挾持され
るように、前記稲妻プレート8を僅かに回動させる。次
いで、稲妻プレート8を仮止めしているボルト18を本
締めして、第1の中空壁パネル5の下部と第2の中空壁
パネル10の上部とを同時に係止金具15を介して梁1
に固定する。
After this state, the first hollow wall panel 5 is placed on the short receiving metal 7, and the panel 5 and the lower portion 14 of the lightning plate 8 temporarily fixed thereto are mounted. In between, the lightning plate 8 is slightly rotated so that the upper portion 13 of the strip plate 11 and the vertical flange portion 16 of the locking fitting 15 are held. Then, the bolts 18 that temporarily fix the lightning plate 8 are fully tightened, and the lower portion of the first hollow wall panel 5 and the upper portion of the second hollow wall panel 10 are simultaneously fastened through the locking metal fittings 15 through the beam 1.
Fixed to.

【0010】以下同様に、それらパネルに隣接する同じ
階層及びその上の階層の壁を建物の梁に固定する。する
と、第1、第2の中空壁パネル5、10は、短尺受け金
物7及び短尺定規アングル3を介して梁1に支承される
とともに、短冊形プレート11、稲妻プレート8及び係
止金具15を介して梁1に固定される。
Similarly, the walls of the same floor adjacent to the panels and the floors above it are fixed to the beams of the building. Then, the first and second hollow wall panels 5 and 10 are supported by the beam 1 via the short receiving metal 7 and the short ruler angle 3, and at the same time, the strip plate 11, the lightning plate 8 and the locking metal fitting 15 are attached. It is fixed to the beam 1 through.

【0011】その結果、従来技術における長い通しアン
グルは、前記短尺定規アングル3と二つの係止金物15
に置き換えられた恰好になり、従来技術に比較して大巾
に部材の使用量を少なくすることが可能になる。また、
第1の中空壁パネル5の支承部を同パネル5の下方小口
面においてその中央部分の狭い範囲(短尺定規アングル
3の長さ範囲)にしたので、建物が地震や風圧を受けて
構造躯体全体が揺動する事態が生じた場合、第1の中空
壁パネル5はロッキングし易くなり、パネル間のシーリ
ング不具合が起こり難くなるという付加的な効果を発揮
する。
As a result, the long through angle in the prior art is the same as the short ruler angle 3 and the two locking metal members 15.
It is possible to reduce the usage amount of the member to a great extent as compared with the prior art. Also,
Since the support portion of the first hollow wall panel 5 is set in the narrow range of the central portion of the lower front face of the same panel 5 (the length range of the short ruler angle 3), the building is subjected to an earthquake or wind pressure and the entire structural frame When there is a situation in which the rocking occurs, the first hollow wall panel 5 is more likely to be locked, and an additional effect that a sealing problem between the panels is less likely to occur is exerted.

【0012】本発明は、根本的技術思想を踏襲して発明
の効果を著しく損なわない限度において、前記の実施態
様の一部を変更して実施することができる。例えば、第
1の中空壁パネル5と第2の中空壁パネル10との間の
目地部には公知の手段でシーリングを施したり、耐火材
料を充填したりすることができる。目地部の嵌合形状も
同様に変更できる。また、構造躯体として、短尺定規ア
ングルを溶接固定できる水平部分を有する角パイプ等も
前記梁の代わりに使用できる。
The present invention can be carried out by modifying a part of the above-described embodiments within the scope of not significantly impairing the effects of the invention by following the fundamental technical idea. For example, the joint between the first hollow wall panel 5 and the second hollow wall panel 10 can be sealed by known means or filled with a refractory material. The fitting shape of the joint can be changed in the same manner. Also, as the structural body, a square pipe or the like having a horizontal portion to which a short ruler angle can be fixed by welding can be used instead of the beam.

【0013】[0013]

【発明の効果】以上詳述したように、本発明は、中空壁
パネルを構造躯体に取り付ける際に、取付け部材の使用
量を半減させて材料コスト及び施工作業を軽減できると
いう優れた効果を発揮する
As described in detail above, the present invention exerts an excellent effect that when the hollow wall panel is attached to the structural body, the amount of the attachment member used is halved to reduce the material cost and the construction work. Do

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

【図1】本発明の実施例を示す要部斜視図。FIG. 1 is a perspective view of an essential part showing an embodiment of the present invention.

【図2】従来技術を説明するための要部斜視図。FIG. 2 is a perspective view of a main part for explaining a conventional technique.

【符号の説明】[Explanation of symbols]

1 梁 2 上方水平フランジ部 3 短尺定規アングル 4 垂直フランジ部 5 第1の中空壁パネル 5a 下部両側部 5b 同上 6 下方小口面 7 短尺受け金物 8 稲妻プレート 9 上部 10a 上部両側部 10b 同上 11 短冊形プレート 12 下部 13 上部 14 下部 15 係止金具 16 垂直フランジ部 17 水平フランジ部 1 Beam 2 Upper Horizontal Flange Part 3 Short Ruler Angle 4 Vertical Flange Part 5 First Hollow Wall Panel 5a Lower Both Sides 5b Same as above 6 Lower Small Face 7 Short Receiving 8 Lightning Bolt 9 Upper 10a Upper Both Sides 10b Same as above 11 Strip Plate 12 Lower part 13 Upper part 14 Lower part 15 Locking metal fitting 16 Vertical flange part 17 Horizontal flange part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 次の要件から構成される構造躯体に対す
る中空壁パネルの取付け構造; (a)構造躯体(1)に対して、L形鋼からなる短尺定
規アングル(3)がその垂直フランジ部(4)を外側し
て溶接固定されていること、(b)第1の中空壁パネル
(5)の下方小口面(6)を支承する断面L形の短尺受
け金物(7)が前記垂直フランジ部に背中合わせに溶接
固定されていること、(c)前記第1の中空壁パネルの
下部両側部(5a、5b)寄りに稲妻プレート(8)の
一端部である上部(9)がボルト止めされていること、
(d)前記第1の中空壁パネルの下層に建て付けられた
第2の中空壁パネル(10)の上部両側部(10a、1
0b)寄りに短冊形プレート(11)の一端部である下
部(12)がボルト止めされていること、(e)前記短
冊形プレートの上部(13)と前記稲妻プレートの下部
(14)とによって、側面がL形をなす係止金具(1
5)の垂直フランジ部(16)が挾持されていること、
(f)前記係止金具の水平フランジ部(17)が前記構
造躯体に係止・固定されていること。
1. A structure for attaching a hollow wall panel to a structural body constituted by the following requirements; (a) A vertical ruler section (3) made of L-shaped steel is provided on a vertical flange portion of the structural body (1). (4) is welded and fixed outside, and (b) a short receiving member (7) having an L-shaped cross section that supports the lower fore edge surface (6) of the first hollow wall panel (5) is the vertical flange. (C) The upper part (9), which is one end part of the lightning plate (8), is bolted to the lower part (5a, 5b) of the first hollow wall panel, which is welded back to back. That the
(D) Both upper side portions (10a, 1a) of the second hollow wall panel (10) built in the lower layer of the first hollow wall panel.
0b) the lower part (12), which is one end of the strip plate (11), is bolted, (e) the upper part (13) of the strip plate and the lower part (14) of the lightning plate. , L-shaped locking metal fittings (1
The vertical flange part (16) of 5) is clamped,
(F) The horizontal flange portion (17) of the locking metal fitting is locked and fixed to the structural frame.
JP34087894A 1994-12-21 1994-12-21 Hollow wall panel installation structure for structural skeleton Pending JPH08177150A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34087894A JPH08177150A (en) 1994-12-21 1994-12-21 Hollow wall panel installation structure for structural skeleton

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34087894A JPH08177150A (en) 1994-12-21 1994-12-21 Hollow wall panel installation structure for structural skeleton

Publications (1)

Publication Number Publication Date
JPH08177150A true JPH08177150A (en) 1996-07-09

Family

ID=18341147

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34087894A Pending JPH08177150A (en) 1994-12-21 1994-12-21 Hollow wall panel installation structure for structural skeleton

Country Status (1)

Country Link
JP (1) JPH08177150A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006233458A (en) * 2005-02-22 2006-09-07 Mitsubishi Material Kenzai Corp Vertically stacking construction method and its structure of extrusion molding cement plate
JP2015001143A (en) * 2013-06-18 2015-01-05 株式会社ノザワ Panel fitting structure, panel fitting method, and upper clip connector and panel weight receiving part used therefor
JP2017122386A (en) * 2017-04-12 2017-07-13 株式会社ノザワ Panel weight receiving part and panel fitting structure
CN111576700A (en) * 2020-05-15 2020-08-25 福建江夏学院 Glass curtain wall with lightning protection system and construction method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006233458A (en) * 2005-02-22 2006-09-07 Mitsubishi Material Kenzai Corp Vertically stacking construction method and its structure of extrusion molding cement plate
JP4602789B2 (en) * 2005-02-22 2010-12-22 三菱マテリアル建材株式会社 Vertical stacking method of extruded cement board and its structure
JP2015001143A (en) * 2013-06-18 2015-01-05 株式会社ノザワ Panel fitting structure, panel fitting method, and upper clip connector and panel weight receiving part used therefor
JP2017122386A (en) * 2017-04-12 2017-07-13 株式会社ノザワ Panel weight receiving part and panel fitting structure
CN111576700A (en) * 2020-05-15 2020-08-25 福建江夏学院 Glass curtain wall with lightning protection system and construction method thereof

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