JPS59210138A - Attachment of wall panel - Google Patents

Attachment of wall panel

Info

Publication number
JPS59210138A
JPS59210138A JP5098783A JP5098783A JPS59210138A JP S59210138 A JPS59210138 A JP S59210138A JP 5098783 A JP5098783 A JP 5098783A JP 5098783 A JP5098783 A JP 5098783A JP S59210138 A JPS59210138 A JP S59210138A
Authority
JP
Japan
Prior art keywords
hardware
wall
plate
ruler
plates
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.)
Granted
Application number
JP5098783A
Other languages
Japanese (ja)
Other versions
JPH0240812B2 (en
Inventor
大山 公平
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
Daiken Co Ltd
Asahi Chemical Industry Co Ltd
Original Assignee
Daiken Co Ltd
Asahi Chemical Industry Co Ltd
Asahi Kasei Kogyo KK
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 Daiken Co Ltd, Asahi Chemical Industry Co Ltd, Asahi Kasei Kogyo KK filed Critical Daiken Co Ltd
Priority to JP5098783A priority Critical patent/JPS59210138A/en
Publication of JPS59210138A publication Critical patent/JPS59210138A/en
Publication of JPH0240812B2 publication Critical patent/JPH0240812B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は建築物の鉄骨躯体に対してALCバネ/I/(
オートクレーブライトウェイトコンクリートパネル、以
下、壁板とする)を取付ける工法に関するものである。
Detailed Description of the Invention The present invention provides an ALC spring /I/(
This article concerns a construction method for installing autoclaved light weight concrete panels (hereinafter referred to as wall panels).

鉄骨躯体にこの種の壁板を取付ける方法として竪壁挿入
筒工法が知られており、この工法において接合すべき壁
板の側端面間に壁板を固定するだめの目地鉄筋を挿入す
るには、従来から第7図に示すように、躯体の粱(a)
にアンプ/l/ (k))を溶接して取付け、このアン
プ#(b)に壁板(0)の巾寸法毎に現場溶接によって
ハタプレー) (C1)を1枚宛溶接すると共に各ハタ
プレー) ((1)の先端に目地鉄筋(e)を溶接しな
がら壁板(0)の側面に設けた縦溝に目地鉄筋(e)を
介在させて壁板((3)の建込みを順次行っている。
The vertical wall insertion tube method is known as a method for attaching this type of wall board to a steel frame structure, and in this method, joint reinforcing bars for fixing the wall boards are inserted between the side end surfaces of the wall boards to be joined. , as shown in Fig. 7, the structure (a)
Weld and install the amplifier /l/ (k)) to the amplifier #(b), and weld one grouper plate (C1) to this amplifier #(b) by on-site welding for each width dimension of the wall plate (0), as well as each grouper plate). (While welding the joint reinforcing bars (e) to the tips of (1), the wall boards ((3) were built one after another with the joint reinforcing bars (e) interposed in the vertical grooves provided on the side of the wall board (0). ing.

しかしながら、このような工法によれば、アンプ/L/
(b)の歪や作業者の熟練度によって粱(a)に対する
通しアンプ/L/@の取付精度が悪くなシ、ハタプレー
ト(中の取付位置に誤差が生じるという欠点がある。
However, according to this construction method, the amplifier/L/
Due to the distortion in (b) and the skill level of the operator, the accuracy of mounting the through amplifier/L/@ on the wire (a) is poor, and there are disadvantages in that errors occur in the mounting position of the grouper plate (inside).

さらに、ハタプレート(C1)は現場でその取付位置を
設定しながら一枚尤アングル(b)に溶接されるもので
あるから、その作業が面倒であるばかりでなく、足場を
必要とするので作業性が極めて悪いものであり、壁板の
建込み作業が能率良く行えなく、又アングル(b)に対
するハタプレー) (d)の溶接及びハタプレー) (
(j、)に対する目地鉄筋の溶接は充分に行われない場
合が生じて壁板の取付支持強度が低下するという問題点
を有する。
Furthermore, since the grouping plate (C1) is welded to the one-piece angle (b) while setting its mounting position on site, the work is not only troublesome, but also requires scaffolding. The welding and welding of angles (b) (d) and
There are cases in which the joint reinforcing bars are not sufficiently welded to (j,), resulting in a problem that the mounting support strength of the wall plate is reduced.

本発明はこのような問題点をなくするために、予めハタ
プレートを壁板の巾間隔毎に突設した定規金物を作成し
ておき、この定規金物を鉄骨躯体の梁に所定間隔毎に固
着した固定金物の前面間に横架して固定金物に対してそ
の取付位置を上下左右に調整したのち固定し、しかるの
ち、ハタプレートに目地鉄筋を溶接して該目地鉄筋を建
込まれる壁板側面間に介在させ、該目地鉄筋の周囲と壁
板側面間にモルタルを充填することを特長とする壁板の
取付工法を提供するものである。
In order to eliminate such problems, the present invention creates ruler hardware in advance in which grouping plates are protruded at every width interval of the wall plate, and then fixes the ruler hardware to the beams of the steel frame at predetermined intervals. The wall plate is hung horizontally between the front surfaces of the fixed hardware, and is fixed after adjusting its mounting position vertically and horizontally relative to the fixed hardware, and then welding joint reinforcing bars to the grouping plate and installing the joint reinforcing bars. The present invention provides a wall board installation method characterized by interposing mortar between the side surfaces and filling mortar around the joint reinforcing bars and between the side surfaces of the wall board.

本発明の実施例を図面について説明すると、壕ず、第5
図に示すように、予め横長長方形状の鋼板よりなる定規
金物(1)の前面に、建込むべき壁板(2)の横巾間隔
毎にハタプレー) (8) (3)・・・・・・(8)
を、そのプレート而を垂直にして突設しておくと共にこ
の定規金物(1)の両端部に縦長孔(4) (4)を穿
設しておく。
The embodiments of the present invention will be described with reference to the drawings.
As shown in the figure, in advance, on the front side of the ruler hardware (1) made of a horizontally long rectangular steel plate, place it at each width interval of the wall board (2) to be erected (8) (3)...・(8)
is provided with its plate vertically protruding, and vertically elongated holes (4) (4) are bored at both ends of this ruler hardware (1).

ハタプレート(8)は、溶接によって定規金物(1)に
固着してもよく、又、第6図に示すように定規金物(1
)の所定部分を切起して形成してもよい。さらにハタプ
レート(3)はその先端部を一側方に直角に折曲げ(5
)シである。
The grouper plate (8) may be fixed to the ruler hardware (1) by welding, or as shown in FIG.
) may be formed by cutting and raising a predetermined portion. Furthermore, the tip of the grouper plate (3) is bent at right angles to one side (5
).

一方、鉄骨躯体の梁(6)の上面前縁部に定規金物(1
)の長さと同−間隔毎に断面り字状の固定金物(7)を
溶接によって固着するものであるが、この固定金物(7
)の垂直面画側部には定規金物(1)の縦長孔(4)に
対応する横長孔からなる取付孔(8)を穿設しである。
On the other hand, a ruler hardware (1
), fixed metal fittings (7) each having an orthogonal cross-section are fixed by welding at intervals of the same length as the fixed fittings (7).
) is provided with a mounting hole (8) consisting of a horizontally long hole corresponding to the vertically long hole (4) of the ruler hardware (1).

今、壁板(2)を鉄骨躯体の外壁として順次建込んでい
くに際し、建込み部における粱(6)に、該梁のフラン
ジ端面に対する固定金物(7)の垂直面の出入シ調整を
したのち、固定金物(7) (7)・・・・・・(7)
を前述したように溶接する。
Now, when the wall plates (2) are being erected one after another as the outer wall of the steel frame, the vertical plane of the fixing hardware (7) with respect to the flange end face of the beam was adjusted to the tile (6) in the erected part. Later, fixed hardware (7) (7)... (7)
Weld as described above.

次に、数片のハタプレート(3)を突設している前述し
た定規金物(1)を隣接する固定金物(7) (7)の
前面間に配設してその両端部に穿設した縦長孔(4) 
(4)を固定金物(7) (7)の前面−半部分側の取
付孔(8) (8)に合わせ、これらの孔(4) (8
)にボルト(9)を挿通すると共に定規金物(1)を固
定金物(7) (7)に対して上下、左右の位置調整を
行い、建込むべき壁板(2)の側面にハタグレート(8
)が位置するようにしたのちボルト(9)にナラ) +
101を螺締して定規金物(1)を固定金物(7) (
7)に取付ける。さらに、ハタプレート(3)の突設部
分における定規金物(1)の背面と粱(6)の上面とに
第3図に示すように補強プレート(川を沿わせて溶接す
ることにより定規金物(1)を粱(6)に強固に固着す
る。
Next, the aforementioned ruler hardware (1) with several pieces of grouper plates (3) protruding from it was placed between the front faces of the adjacent fixed hardware (7), and holes were drilled in both ends of the ruler hardware (1). Vertical hole (4)
Align (4) with the mounting holes (8) (8) on the front half side of the fixing hardware (7) (7), and then tighten these holes (4) (8).
) and insert the bolts (9) into the fixing hardware (7), adjust the position of the ruler hardware (1) vertically, horizontally, and horizontally with respect to the fixed hardware (7). 8
) so that it is positioned, then tighten the bolt (9)) +
101 and fix the ruler hardware (1) with the hardware (7) (
7). Furthermore, by welding a reinforcing plate along the back side of the ruler hardware (1) and the top surface of the ruler (6) at the protruding part of the grouper plate (3) as shown in Figure 3, the ruler hardware ( 1) is firmly fixed to the rice cake (6).

こうして梁(6)に取付けられた定規金物(1)のハタ
プレート(8)の折曲げ部(5)内隅面に目地鉄筋02
を溶接し、該鉄筋(12)を、順次建込まれる壁板(2
)の側端面中央に全長に亘って削設された断面半円形状
の挿入溝O環内に配設させる。
Joint reinforcing bar 02 is placed on the inner corner surface of the bent part (5) of the grouping plate (8) of the ruler hardware (1) attached to the beam (6) in this way.
The reinforcing bars (12) are then welded to the wall plates (2) that will be built in sequence.
) is disposed in an insertion groove O-ring having a semicircular cross-section, which is cut over the entire length at the center of the side end surface.

壁板(2)の建込みは第1図に示すように、壁板(2)
の下端面が位置する梁(6a)に壁板(2)の両側下端
面を受止する竪壁プレート(目H141を突設し、これ
等のプレー) (+4)(141上に壁板(2)を順次
建込んで行くもので、互いに接合する壁板(2) (2
)の対向側端面の挿入溝時(1(ト)によって形成され
る円形孔に、竪壁プレート14)の中央に挿通した目地
鉄筋05)をMiJ述したハタプレート(8)に溶接さ
れた目地鉄筋(1匂と共に挿入され、この円形孔にモル
タルレジン 壁板相互の接続を行うと共にこれ等の目地鉄筋(12)
O均からハタプレート(8)及び竪壁プレー) 114
)を介いて梁側に壁板(2)を固定、支持させるもので
ある。
The installation of wall board (2) is as shown in Figure 1.
Vertical wall plate that receives both lower end surfaces of the wall plate (2) on the beam (6a) where the lower end surface of 2) are built in sequence, and wall panels (2) (2) are joined to each other.
) The joint welded to the grouping plate (8) with MiJ (joint reinforcing bar 05 inserted into the circular hole formed by 1 (g) and the center of the vertical wall plate 14) on the opposite end surface of Reinforcing bars (12) are inserted together with the reinforcing bars (12) to connect the mortar-resin wall panels to each other and to connect these joint reinforcing bars (12) to the circular holes.
O-yen to grouper plate (8) and vertical wall play) 114
) is used to fix and support the wall plate (2) on the beam side.

このようにして定規金物(1)に突設したハタプレーl
−(8)に目地鉄筋(12)を溶接する作業とハタプレ
ー) (3) (8)間に壁板(2)を配設する作業と
を順次行いながら、互いに接合した壁板(2) (2)
の側面間に介在するハタプレート(8)を介して目地鉄
筋u2+を、壁板側面の挿入溝t13)Q→により形成
される円形孔内に挿通しだ状態でモルタルレジン(1句
の注入、充填を行い、壁板(2)を順次側方に並列させ
るようにして建込むと共にこの作業を鉄骨躯体の」一方
に向かって行って外壁を構成するものである。
The grouper play l protruding from the ruler hardware (1) in this way
- The work of welding the joint reinforcement (12) to (8) and the work of installing the wall board (2) between (3) and (8) are performed sequentially, and the wall boards (2) are joined to each other ( 2)
The joint reinforcing bar U2+ is inserted through the grouping plate (8) interposed between the side surfaces of the wall board into the circular hole formed by the insertion groove t13) Filling is carried out, and the wall plates (2) are erected side by side in sequence, and this work is carried out toward one side of the steel frame to form the outer wall.

なお、ハタプレート(3)の中火部に穿設された小孔(
17)は、建込むべき壁板(2)の側面に該小孔(1カ
を通して打着することにより壁板の仮固定を行うもので
ある。
In addition, a small hole (
17) is for temporarily fixing the wall board (2) to be erected by passing it through the small hole (1 hole) and attaching it to the side surface of the wall board (2).

以上のように本発明は、垂直前面に取付孔を有する固定
金物を鉄骨躯体の梁に所定間隔毎に固着したのち、予め
壁板の巾間隔毎にハタプレートを一体に突設し且つ両端
部に長孔を穿設してなる横長長方形状の定規金物を前記
隣接する固定金物の前面間に横架するようにしてその長
孔と固定金物の取付孔とを介して該定規金物を上下、左
右に位置調整をしたのち固定金物にボルトにより固定し
、次いで、定規金物のハタプレートに目地鉄筋を溶接す
ると共に隣接するハタプレート間に順次壁板を配設して
互いに接合する壁板の側面間に目地鉄筋を介在させ、し
かるのち、目地鉄筋の周囲と壁板側面間にモルタルを充
填することを特徴とする壁板の取付工法に係るものであ
るから、予め、横長長方形状の定規金物に壁板のl]間
隔毎にハタプレートを突設しておくので、従来のように
ハタプレートを一枚宛アングル材に溶接する作業をなく
して能率良く且つ安全に作業が行え、さらに鉄骨躯体の
粱に所定間隔を存して固定金物を取付け、この固定金物
間にハタプレートを突設した前記定規金物を上下、左右
に位置調整したのち取付けるので、既に建込まれた壁板
に対するハタプレートの位置を正確に設定できて壁板を
精度良く建込むことができ、又、ハタプレートを定規金
物に対して予め強固に一体化させておくことができると
共にこのハタプレートの先端部を直角に屈曲させてその
屈曲内面に目地鉄筋を溶接することにより壁板をこの目
地鉄筋からハタプレート及び定規金物を介して梁に対し
、大なる取付強度でもって支持させることができるもの
である。
As described above, in the present invention, after fixing hardware having mounting holes on the vertical front surface is fixed to the beams of a steel frame frame at predetermined intervals, grouping plates are integrally provided in advance at each width interval of the wall plate, and both ends are A horizontally oblong rectangular ruler hardware with an elongated hole bored therein is suspended horizontally between the front surfaces of the adjacent fixed hardware, and the ruler hardware is attached vertically and vertically through the elongated hole and the fixing hole of the fixed hardware. After adjusting the position from side to side, fix it to the fixed hardware with bolts, then weld joint reinforcing bars to the grouping plates of the ruler hardware, and sequentially arrange wall plates between adjacent grouping plates to connect the side walls of the wallboards to each other. Since this relates to a wallboard installation method characterized by interposing joint reinforcing bars between them and then filling mortar between the joint reinforcing bars and the side surfaces of the wallboards, horizontally oblong rectangular ruler hardware is required in advance. Since the grouping plates are provided protruding at every interval between the wall plates, the work can be carried out efficiently and safely by eliminating the conventional work of welding the grouping plates to the angle members one by one. Fixed metal fittings are attached to the walls at predetermined intervals, and the ruler metal fittings with grouping plates protruding between these fixed fittings are adjusted vertically and horizontally before installation, so that the grouping plates can be attached to the wall boards that have already been erected. It is possible to accurately set the position of the wall plate and erect the wall board with high precision.Also, the grouper plate can be firmly integrated with the ruler hardware in advance, and the tip of the grouper plate can be set at right angles. By bending and welding joint reinforcing bars to the bent inner surface, the wall board can be supported with great attachment strength from the joint reinforcing bars to the beam via the grouping plate and ruler hardware.

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

図面は本発明の実施例を示すもので、第1図はその施工
状態を示す簡略斜視図、第2図はその要部の斜視図、第
8図は横断面図、第4図は梁に対する取付状態を示す拡
大断面図、第5図は梁と定規金物との取付態様を示す分
解斜視図、第6図はハタプレートの他の実施例を示す斜
視図、第7図は従来工法を説明するだめの断面図である
。 (1)・・・・・・定規金物、(2)・・・・・・壁板
、(3)・・・・・・ハタプレート、(4)・・・・・
・縦長孔、(5)・・・・・・折曲げ部、(6)・・・
・・・梁、(7)・・・・・・固定金物、(8)・・・
・・・取付孔、(9)・・・・・・ボルト、(+2)・
・・・・・目地鉄筋、コ(6)・・・・・・挿入溝。 →べ l ハ 今べ  2  邑 うべ J 昌 抗  ′−1ノjモ3)\ 手続補正書 1.事件の表示 昭和58年 特  願第50987 号2、発 明 の
名称 壁板の取付金物 3、補正をする者 事件との関係  特許出願人 住所  (00S)旭化成工業株式会社氏名    株
式会社 大  建 4、代 理 人 〒107  東京都港区赤坂6丁目5番21号シャドー
赤坂昭和   年   月   日 (発送日)明  
 al    書 1、発明の名称 壁板の取付金物 2、特許請求の範囲 (1)  予め壁板の幅間隔毎に複数のハタプレートを
一体に突設してなる壁板の取付金物。 (2)ハタプレートが先端部を直角に折曲げた折曲げ部
を有することを特徴とする特許請求の範囲第1項記載の
壁板の取付金物。 3、発明の詳細な説明 本発明は建築物の鉄骨躯体に対して壁板、例えばALC
パネル(オートクレーブライトウェイトコンクリートパ
ネル)を取付ける取付金物に関するものである。 鉄骨躯体にこの種の壁板を取付ける方法として竪壁挿入
筋工法が知られており、この工法に2いて接合すべき壁
板の側端面間に壁板を固定するための目地鉄筋を挿入す
るには、従来から第7図に示すように、躯体の梁(a)
にアングル(1)Jを溶接して取付け、このアングル(
blに壁板(C)の幅寸法毎に現場溶接によってハタプ
レー1− (d)を1枚宛溶接すると共に各ハタプレー
ト(d)の先端に目地鉄筋(θ)を溶接しながら壁板(
C)の側面1こ設けた政情に目地鉄筋(8)を介在させ
て壁板(C)の建込みを順次行っている。 しかしながら、このような金物を用いる従来工法によれ
ば、アングル(b)の歪や作業者の熟練度によって采(
a)に対する通しアングル(b)の取付精度が悪くなり
、ハタプレート(d、)の取付位置に誤差が生じるとい
う欠点がある。 さらに、ハタプレーHd)は現場でその取付位置を設定
しながら一枚宛アングル(b)に溶接されるものである
から、その作業が面倒であるばかりでなく、足場を必要
とするので作業性が極めて悪いものであり、壁板の建込
み作業が能率良く行えなく、又アングル(b)に対する
ハタプレート(d)の溶接及びハタプレーH(1)に対
する目地鉄筋の溶接は充分に行われない場合が生じて壁
板の取付支持強度が低下するという問題点を有する。 本発明はこのような問題点をなくした工法を提供し得る
壁板取付金物を提供することを目的として開発されたも
のであり、本発明の金物は予め板数のハタプレートを壁
板の幅間隔毎に突設した壁板の取付金物である。 木兄ψJの夾施例を図面について説明すると、例えば、
第5図ζ(二本ずように、予め検尺長方形状の銅板より
なる壁′4!1.取付金物(亙)の前面に、建込むべき
壁板(2)の横輻間隔毎に複数のハタプレー ト(3)
 (31・・・−(3)を、そのプレート面を垂直にし
て突設しておく。なお、第5図では壁板取付金物(1)
の垂直面の両端部ζこ長孔(4)(4)が身投されてい
る。 ハタプレート(3)は、溶接によって蛤&数句金物(1
)に固着してもよく、又、第6図に示すように壁板取付
金物(1)の所定部分を切起して形成してもよい。第6
図ではさらにハタプレート(3)はその先端部を一側方
に直角に折曲げ(5)しである。 このような木兄8)1の壁板取付金物(1)を用いる工
法としてはまず第5図に示すように鉄骨躯体の采(6)
の上面前縁部に壁板取付金物(1)の長さと同−間隔毎
に断面り字状の固定金物(7)を溶接によって固着する
。この固定金物(7)の垂直面両側部には第5図の壁板
取付金物(1)の長孔(4)に対応する長孔からなる取
付孔(8)が穿設されている。 今、壁板(2)を鉄骨一体の外壁として順次建込んでい
くに際し、建込み部における梁(6)に、該梁のフラン
ジ端面に対する固定金物(7)の垂直面の出入り調整を
したのち、固定金物(7) (71・・・・(7)を前
述したように溶接する。 次に、数片のハタプレート(3)を突設している本発明
の壁板取付金物(11を隣接する固定金物(7) (7
)の前面間に配設してその垂直面の両端部に穿設した長
孔(4) (4)を固定金物(71ff)の前面−半部
分側の取付孔+81 (8)に合わせ、これらの孔+4
) (8)にボルト(9)を挿通すると共に壁板取付金
物+11を固定金物(7) (71に対して目地などを
確保するために、また目地鉄筋上部位置をコントロール
するためξこ、上下、左右の位置調整を行い、建込むべ
き壁板(2)の側面にハタプレート(3)が位置するよ
うにしたのちボルト(9)にナツト(lIを螺締して壁
板取付金物(1)を固定金物(7) (7)に取付ける
。必要ならば、さらにノ\タブレート(3)の突設部分
における壁板取付金物(1)の背面と梁(6)の上面と
に第3図に示すように補強プレートaυを沿わせて溶接
するこLにより壁板取付金物(1)を梁(6)にさらに
強固に固着してもよい。 本発明の壁板取付金物(1)がハタプレートの先端部が
直角に折曲げた折曲部を有するときは梁(6)に取付け
られた壁板取付金物(1)のハタプレート(3)の折曲
げ部(5)内隅面1ζ目地鉄筋a4をハタプレート(3
)の上下に存在するように配置して溶接し、該鉄筋α4
を、順次建込才れる壁板(2)の側端面中央に全長に亘
って削設された断面牛円形状の挿入−@U内に配設させ
る。 本発明の壁板取付金物(1)が従前のような構造のハタ
プレートを固定したものであるときは、従前の手法に従
って、鉄筋を固定配置させる。 壁板(2)の建込みは第1図に示すように、壁板(2)
の下端面が位置する梁(6a)に壁板(2)の両側下端
面を受止する竪壁プレート0荀α優が前もって突設され
、これ等のプレー) H(141上に壁板(2)を順次
建込んで行くもので、互いに接合する壁板(2)(2)
の対向側端面の神入構輪α鴫によって形成される円形孔
に、前述したハタプレート(3)に溶接された目地鉄筋
02を竪壁プレート(J4の中央に挿通した目地鉄筋O
!9と上下で同じ位置に位置させて、この円形孔にモル
タルレジン(IBを注入、充填して壁板相互の接続を行
うと共にこれ等の目地鉄筋UJ (I!9からハタプレ
ート(3)及び竪壁プレート←ぐを介して梁(6)に壁
板(2)を固定、支持させるものである。 このようにして本発明の壁板取付金物(1)を用いてハ
タプレート(3)に目地鉄筋0りを溶接する作業とハタ
プレート(31(31間に壁板(2)を配設する作業と
を順次行いながら、互いに接合した壁板(2)(2)の
側面間に介在するハタプレート(3)を介して目地鉄筋
a3を、壁板側面の挿入溝−α□□□により形成される
円形孔内に挿通した状態でモルタルレジンaeの注入、
充填を行い、壁板12)を順次側方に並列させるように
して建込むと共にこの作業を鉄骨躯体の上方に向かって
行って外壁を構成するものである。 なお、第5図番こ示したハタプレート(3)の中央部穿
設された小孔Q力は、建込むべき壁板(2)の側面に該
小孔aηを通して打着することにより壁板の仮固定を行
うものである。 以上のように本発明は、予め壁板の幅間隔毎に複数のハ
タプレートを一体に突設してなる壁板の取付金物であり
、施工1こ際しては、本発明の金物は、鉄骨躯体の梁に
所定間隔毎に固着された固定金物間に、上下左右に位置
調整したのち固定されるのである。 本発明の取付金物が、その垂直面に両端部長孔を穿設し
てなるものであるときには、固定金物の垂直前面に取付
孔を設け、取付金物の長孔と固定金物の取付孔とをボル
トにより固定することもできる。この場合上下、左右に
位置14整が可能である。 このように本発明の取付金物を固定したのち、取付金物
のハタプレートに目地鉄筋を溶接すると共にli4接す
るハタプレート間に順次壁板を配設して互いに接合する
壁板の側面間に目地鉄筋を介在させ、しかるのち、目地
鉄筋の周囲と壁板側面間にモルタルを充填する。 このようiこ本発明の取付金物は、予め壁板の幅間隔毎
に複数のハタプレートを突設しているので、従来のよう
にハタプレー1・を一枚宛アングル材に溶接する作業を
なくして能率良く且つ安全に作業が行え、ハタプレート
が強固に一体化できる。さらに本発明を用いた施工法で
は鉄骨躯体の梁に所定間隔を存して固定金物を取付け、
この固定金物間ξζ本発明の取付金物を上下、左右に位
置調整したのち取付けることができるので、既に建込ま
れた壁板に対するハタプレートの位置を正確に設定でき
て壁板を精度良く建込むことができる。又、本発明の取
付金物はハタプレートを予め強固に一体化させているが
、更ζここのハタプレートの先端部を直角に屈曲させた
折曲げ部を設けておくとその屈曲内面に目地鉄筋を溶接
することにより壁板をこの目地鉄筋からハタプレートと
一体の取付金物を介して采に対し、大なる取付強度でも
って支持させることができるものである。 4、図面の簡単な説明 図面は本発明を用いた艶工例を示すもので、第1図はそ
の施工状態を示す簡略斜視図、第2図はその要部の斜視
図、第3図は横断面図、第4図は梁に対する取付状態を
示す拡大断面図、第5図は本発明の取付金物と采との取
付態様を示す分解斜視図、第6図は本発明の取付金物の
他の実施例を示す斜視図、第7図は従来工法を説明する
ための断面図である。 (1)・・壁板取付金物、(2)・・壁板、(3)・・
ハタプレート、(4)・・長孔、(5)・・折曲げ部、
(6)・・梁、(7)・・固定金物、(8)・・取付孔
、(9)・・ポルl−,(1・・目地鉄筋、0階・・挿
入溝。
The drawings show an embodiment of the present invention, and Fig. 1 is a simplified perspective view showing its construction state, Fig. 2 is a perspective view of the main part, Fig. 8 is a cross-sectional view, and Fig. 4 is a diagram showing the construction of the beam. Fig. 5 is an exploded perspective view showing how the beam and ruler hardware are attached, Fig. 6 is a perspective view showing another embodiment of the grouping plate, and Fig. 7 explains the conventional construction method. It is a sectional view of the sudame. (1)...Ruler hardware, (2)...Wall board, (3)...Group plate, (4)...
・Vertical hole, (5)...Bent part, (6)...
... Beam, (7) ... Fixed hardware, (8) ...
...Mounting hole, (9)...Bolt, (+2)
...Joint reinforcing bar, K (6) ...Insertion groove. →be l ha nowbe 2 uube j change'-1 no jmo 3) \ Procedural amendment 1. Indication of the case 1981 Patent Application No. 50987 2 Name of the invention Wall board mounting hardware 3 Relationship to the case by the person making the amendment Patent applicant address (00S) Asahi Kasei Corporation Name Daiken Co., Ltd. 4 Agent Address: 107 6-5-21 Akasaka, Minato-ku, Tokyo Shadow Akasaka Showa Year, Month, Day (Delivery date) Ming.
Al Book 1, Name of the Invention, Wall Board Mounting Hardware 2, Claims (1) A wall board mounting hardware comprising a plurality of grouping plates integrally provided in advance at each width interval of the wall board. (2) The wall board mounting hardware as set forth in claim 1, wherein the grouping plate has a bent portion whose tip portion is bent at a right angle. 3. Detailed Description of the Invention The present invention provides wall plates, such as ALC, for the steel frame of buildings.
This relates to mounting hardware for attaching panels (autoclave light weight concrete panels). The vertical wall insertion reinforcement method is known as a method for attaching this type of wall board to a steel frame structure, and in this method, joint reinforcing bars are inserted between the side end faces of the wall boards to be joined to fix the wall boards. Conventionally, as shown in Figure 7, the beam (a) of the frame is
Weld and attach angle (1) J to the
Weld one grouper plate 1-(d) to each width dimension of the wall plate (C) on the bl by on-site welding, and while welding joint reinforcing bars (θ) to the tip of each grouper plate (d), weld the wall plate (
Wall panels (C) are being erected one after another by interposing reinforcing joints (8) on one side of C). However, according to the conventional construction method using such hardware, the angle (b) may be distorted or the worker's skill level may cause problems (
There is a drawback that the accuracy of attaching the through angle (b) to a) becomes poor, and an error occurs in the attaching position of the grouping plate (d,). Furthermore, since the Hatapray Hd) is welded to the angle (b) for each sheet while setting its mounting position on site, the work is not only troublesome, but also requires scaffolding, which reduces work efficiency. The welding of the group plate (d) to the angle (b) and the welding of joint reinforcing bars to the group plate H (1) may not be done sufficiently. This causes a problem in that the mounting support strength of the wall board decreases. The present invention was developed for the purpose of providing a wall plate mounting hardware that can provide a construction method that eliminates such problems. These are mounting hardware for wall plates that protrude at intervals. For example, if we explain the example of Ki-ni ψJ in terms of drawings,
FIG. grouper plate (3)
(31...-(3) are provided protrudingly with their plate surfaces perpendicular. In addition, in Fig. 5, the wall plate mounting hardware (1)
The elongated holes (4) (4) at both ends of the vertical plane are inserted. The Hata plate (3) is made by welding.
), or it may be formed by cutting out a predetermined portion of the wall plate mounting hardware (1) as shown in FIG. 6th
In the figure, the tip of the grouper plate (3) is bent (5) at right angles to one side. As a construction method using such wall plate mounting hardware (1) of 8) 1, first, as shown in Fig.
Fixed metal fittings (7) each having a cross-sectional shape of a cross-section are fixed by welding to the front edge of the upper surface at intervals equal to the length of the wall plate mounting metal fittings (1). Attachment holes (8) consisting of elongated holes corresponding to the elongated holes (4) of the wall plate mounting hardware (1) in FIG. 5 are bored on both sides of the vertical surface of the fixed hardware (7). Now, when wall plates (2) are being erected one after another as an external wall with an integrated steel frame, after adjusting the vertical plane of the fixing hardware (7) on the beam (6) in the erected part with respect to the flange end surface of the beam. , fixing hardware (7) (71...(7)) are welded as described above.Next, the wall plate mounting hardware (11) of the present invention having several pieces of grouping plates (3) protruding is welded. Adjacent fixed hardware (7) (7
), and align the elongated hole (4) (4) drilled at both ends of the vertical plane with the mounting hole +81 (8) on the front side of the fixing hardware (71ff) hole +4
) Insert the bolt (9) into (8) and fix the wall plate mounting hardware +11 to the hardware (7) After adjusting the left and right positions so that the grouping plate (3) is positioned on the side of the wall board (2) to be erected, screw the nuts (lI) onto the bolts (9) and attach the wall board mounting hardware (1). ) to the fixed hardware (7) (7).If necessary, attach the screws shown in Figure 3 to the back of the wall plate mounting hardware (1) and the top surface of the beam (6) at the protruding part of the tab plate (3). The wall plate mounting hardware (1) may be further firmly fixed to the beam (6) by welding along the reinforcing plate aυ as shown in FIG. When the tip of the plate has a bent part bent at a right angle, the bent part (5) of the grouping plate (3) of the wall plate mounting hardware (1) attached to the beam (6) 1ζ joint on the inner corner Place reinforcing bar A4 on grouper plate (3
) and weld them so that they are above and below the reinforcing bars α4.
are disposed in an insert-@U having a circular cross-section cut out over the entire length at the center of the side end surface of the wall board (2) which will be built in sequence. When the wall plate mounting hardware (1) of the present invention is one in which a grouping plate having a conventional structure is fixed, reinforcing bars are fixedly arranged according to the conventional method. The installation of wall board (2) is as shown in Figure 1.
Vertical wall plates 0 Xu α Yu, which receive the lower end surfaces of both sides of the wall board (2), are protruded in advance from the beam (6a) where the lower end surface of the wall board (141) is located. 2) are built in sequence, and the wall panels (2) (2) are joined to each other.
The joint reinforcing bar 02 welded to the grouper plate (3) described above is inserted into the circular hole formed by the Kaminari trunnion α on the opposite end face of the vertical wall plate (J4).
! 9 in the same position above and below, and inject and fill this circular hole with mortar resin (IB) to connect the wall plates to each other, and connect these joint reinforcing bars UJ (from I!9 to grouper plate (3) and The wall plate (2) is fixed and supported on the beam (6) via the vertical wall plate.In this way, the wall plate (3) is attached to the vertical wall plate (3) using the wall plate mounting hardware (1) of the present invention. While sequentially performing the work of welding the joint reinforcing bars and the work of arranging the wall plate (2) between the grouper plates (31), Injecting mortar resin ae with the joint reinforcing bar a3 inserted through the grouper plate (3) into the circular hole formed by the insertion groove −α□□□ on the side of the wall board,
Filling is performed, and the wall plates 12) are erected side by side in order, and this work is carried out upwards of the steel frame to form the outer wall. Note that the small hole Q force drilled in the center of the grouper plate (3) shown in Figure 5 can be attached to the side surface of the wall board (2) to be erected through the small hole aη. This is to temporarily fix the As described above, the present invention is a wall board mounting hardware that is formed by integrally protruding a plurality of grouping plates at each width interval of the wall board. After adjusting the position vertically and horizontally, they are fixed between fixed metal fittings fixed to the beams of the steel frame at predetermined intervals. When the mounting hardware of the present invention has elongated holes at both ends in its vertical surface, the mounting holes are provided in the vertical front surface of the fixed hardware, and the elongated holes of the mounting hardware and the mounting holes of the fixed hardware are connected with bolts. It can also be fixed by In this case, 14 positions can be arranged vertically, horizontally, and horizontally. After fixing the mounting hardware of the present invention in this way, joint reinforcing bars are welded to the grouping plates of the mounting hardware, and wall plates are sequentially arranged between the grouping plates that touch each other, and joint reinforcing bars are placed between the sides of the wall plates that are joined to each other. After that, mortar is filled between the joint reinforcing bars and the side surfaces of the wall boards. In this way, the mounting hardware of the present invention has a plurality of grouping plates protruding in advance at each width interval of the wall plate, so it eliminates the work of welding the grouping plate 1 to the angle material as in the past. The work can be done efficiently and safely, and the grouper plates can be firmly integrated. Furthermore, in the construction method using the present invention, fixing hardware is attached to the beams of the steel frame at predetermined intervals,
Since the mounting hardware of the present invention can be installed after adjusting the position vertically and horizontally between the fixed hardware, it is possible to accurately set the position of the grouping plate with respect to the wall board that has already been erected, and the wall board can be erected with high precision. be able to. In addition, although the mounting hardware of the present invention has the grouping plate firmly integrated in advance, if a bent part is provided in which the tip of the grouping plate is bent at right angles, joint reinforcing bars can be formed on the bent inner surface. By welding, the wall board can be supported with great mounting strength from the joint reinforcing bars to the sill via the mounting hardware integrated with the grouping plate. 4. Brief explanation of the drawings The drawings show an example of glazing using the present invention. Fig. 1 is a simplified perspective view showing the construction state, Fig. 2 is a perspective view of the main part, and Fig. 3 is a perspective view of the main part. 4 is an enlarged sectional view showing how it is attached to a beam; FIG. 5 is an exploded perspective view showing how the mounting hardware of the present invention and the clasp are attached; and FIG. 6 is an exploded perspective view of the mounting hardware of the present invention. FIG. 7 is a perspective view showing an embodiment of the present invention, and FIG. 7 is a sectional view for explaining the conventional construction method. (1)...Wall plate mounting hardware, (2)...Wall plate, (3)...
Grouper plate, (4)... long hole, (5)... bent part,
(6)...Beam, (7)...Fixing hardware, (8)...Mounting hole, (9)...Poll l-, (1...Joint reinforcement, 0th floor...Insertion groove.

Claims (1)

【特許請求の範囲】 ■ 垂直前面に取付孔を有する固定金物を鉄骨躯体の梁
に所定間隔毎に固着したのち、予め壁板の巾間隔毎にハ
タプレートを一体に突設し且つ両端部に長孔を穿設して
なる横長長方形状の定規金物を前記隣接する固定金物の
前面間に横架するようにしてその長孔と固定金物の取付
孔とを介して該定規金物を上下、左右に位置調整をした
のち固定金物にボルトにより固定し、次いで、定規金物
のハタプレートに目地鉄筋を溶接すると共に隣接するハ
タプレート間に順次壁板を配設して互いに接合する壁板
の側面間に目地鉄筋を介在させ、しかるのち、目地鉄筋
の周囲と壁板側面間にモルタルを充填することを特徴と
する壁板の取付工法。 ■ 定規金物に突設したハタプレートの先端部を直角に
折曲げ、その折曲げ内隅部に目地鉄筋を溶接するように
構成したことを特徴とする特許請求の範囲第1項記載の
壁板の取付工法。
[Scope of Claims] ■ After fixing hardware having mounting holes on the vertical front surface to the beams of the steel frame at predetermined intervals, grouping plates are integrally protruded in advance at each width interval of the wall plate, and at both ends. A horizontally oblong rectangular ruler hardware with a long hole is horizontally suspended between the front surfaces of the adjacent fixed hardware, and the ruler hardware can be fixed vertically, horizontally, and vertically through the long hole and the fixing hole of the fixed hardware. After adjusting the position, fix it to the fixed hardware with bolts, then weld the joint reinforcing bars to the grouping plates of the ruler hardware, and sequentially arrange the wall plates between the adjacent grouping plates to connect the side walls of the wall plates that will be joined to each other. A wallboard installation method characterized by interposing joint reinforcing bars and then filling mortar around the joint reinforcing bars and between the side surfaces of the wallboard. ■ The wall board according to claim 1, characterized in that the tip of the grouper plate protruding from the ruler hardware is bent at a right angle, and a joint reinforcing bar is welded to the inner corner of the bend. installation method.
JP5098783A 1983-03-26 1983-03-26 Attachment of wall panel Granted JPS59210138A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5098783A JPS59210138A (en) 1983-03-26 1983-03-26 Attachment of wall panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5098783A JPS59210138A (en) 1983-03-26 1983-03-26 Attachment of wall panel

Publications (2)

Publication Number Publication Date
JPS59210138A true JPS59210138A (en) 1984-11-28
JPH0240812B2 JPH0240812B2 (en) 1990-09-13

Family

ID=12874142

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5098783A Granted JPS59210138A (en) 1983-03-26 1983-03-26 Attachment of wall panel

Country Status (1)

Country Link
JP (1) JPS59210138A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6286249A (en) * 1985-10-14 1987-04-20 株式会社日建設計 Mount structure of wall panel
JPS63167509U (en) * 1987-04-20 1988-11-01
JP2014190127A (en) * 2013-03-28 2014-10-06 Asahi Kasei Construction Materials Co Ltd Fitting structure for opening frame

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5215934U (en) * 1975-07-22 1977-02-04
JPS57165706U (en) * 1981-04-13 1982-10-19

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5215934U (en) * 1975-07-22 1977-02-04
JPS57165706U (en) * 1981-04-13 1982-10-19

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6286249A (en) * 1985-10-14 1987-04-20 株式会社日建設計 Mount structure of wall panel
JPS63167509U (en) * 1987-04-20 1988-11-01
JP2014190127A (en) * 2013-03-28 2014-10-06 Asahi Kasei Construction Materials Co Ltd Fitting structure for opening frame

Also Published As

Publication number Publication date
JPH0240812B2 (en) 1990-09-13

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