JPH0776465B2 - ALC vertical wall panel installation method - Google Patents

ALC vertical wall panel installation method

Info

Publication number
JPH0776465B2
JPH0776465B2 JP27908887A JP27908887A JPH0776465B2 JP H0776465 B2 JPH0776465 B2 JP H0776465B2 JP 27908887 A JP27908887 A JP 27908887A JP 27908887 A JP27908887 A JP 27908887A JP H0776465 B2 JPH0776465 B2 JP H0776465B2
Authority
JP
Japan
Prior art keywords
wall panel
panel
mounting
ruler angle
lower wall
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
JP27908887A
Other languages
Japanese (ja)
Other versions
JPH01121440A (en
Inventor
格 崎山
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.)
Sumitomo Metal Mining Co Ltd
Original Assignee
Sumitomo Metal Mining 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 Sumitomo Metal Mining Co Ltd filed Critical Sumitomo Metal Mining Co Ltd
Priority to JP27908887A priority Critical patent/JPH0776465B2/en
Publication of JPH01121440A publication Critical patent/JPH01121440A/en
Publication of JPH0776465B2 publication Critical patent/JPH0776465B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Chemical & Material Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Engineering & Computer Science (AREA)
  • Composite Materials (AREA)
  • Mechanical Engineering (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、建築物の壁材として軽量気泡コンクリート
(ALC)パネルを縦壁として使用するときの取付けが容
易であり、取付部の強度が強く、且つ耐震性に極めて優
れたALC縦壁パネルの取付工法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is easy to mount when a lightweight cellular concrete (ALC) panel is used as a vertical wall as a wall material of a building, and the strength of the mounting portion is high. It relates to a method for mounting ALC vertical wall panels that are strong and extremely earthquake-resistant.

〔従来の技術〕[Conventional technology]

従来、ALCパネルを用いて建築物の縦壁を形成するとき
のパネルの取付工法としては、パネルの縦方向のジョイ
ント部に設けられた溝部に鉄筋を配置し、この溝部にセ
メントモルタルを充填して相互に固定する工法が一般的
であった。その代表的なものは、例えば第7図に示すよ
うに、梁1の上フランジ2の上面に梁1の長手方向に沿
って上向き定規アングル3を、その外側の垂直面が梁1
の上フランジ2の端部から外方に若干突出するように固
定し、この定規アングル3からパネル4の縦方向ジョイ
ント部に外方に水平方向に受金物5を固定し、パネル4
の幅方向の両端を受金物5上に載せ、パネル4の縦方向
の側面に設けられたジョイント溝6に目地筋7を配設し
て目地筋7の下端を受金物5に溶接し、このジョイント
溝部6にセメントモルタルを充填してパネルの下部を固
定する。
Conventionally, as a panel mounting method when forming a vertical wall of a building using an ALC panel, a reinforcing bar is placed in a groove provided in a vertical joint portion of the panel, and the groove is filled with cement mortar. The method of fixing them to each other was common. As a typical example thereof, as shown in FIG. 7, for example, an upward ruler angle 3 is provided on an upper surface of an upper flange 2 of a beam 1 along the longitudinal direction of the beam 1, and an outer vertical surface thereof is a beam 1.
The upper flange 2 is fixed so as to slightly project outward from the end portion, and the receiving object 5 is fixed horizontally from the ruler angle 3 to the vertical joint portion of the panel 4 in the horizontal direction.
Both ends of the width direction of the joint are placed on the receiving object 5, joint joints 7 are arranged in joint grooves 6 provided on the longitudinal side surfaces of the panel 4, and the lower ends of the joint reinforcing bars 7 are welded to the receiving article 5. The joint groove 6 is filled with cement mortar to fix the lower part of the panel.

又パネル4の上部の取付工法としては、耐震構造をもた
せるため、パネル4の縦方向ジョイント部に梁1の上フ
ランジ2の下面に下向きの定規アングル8を、その垂直
な外面が上向きの定規アングル3の外側垂直面と一致す
るように固定し、ジョイント溝部6の上端近くに配設さ
れた目地筋9の上端近くの側面に溶接された第8図に示
すような切欠きのある金物10、及び目地筋9に面が平行
になるように固定された金物11よりなるスライド旗金物
12の切欠き13に下向きの定規アングル8を遊嵌させるこ
とにより、パネル4の内面を所望の面に位置させて取付
ける。
In addition, as a method of attaching the upper part of the panel 4, in order to provide a seismic resistant structure, a downward ruler angle 8 is provided on the lower surface of the upper flange 2 of the beam 1 at the vertical joint part of the panel 4, and a ruler angle with its vertical outer surface facing upward. 3 is fixed so as to coincide with the outer vertical surface of 3 and is welded to the side surface near the upper end of the joint groove 9 arranged near the upper end of the joint groove portion 6, as shown in FIG. And a slide flag hardware made up of hardware 11 fixed so that its surface is parallel to the joint line 9.
The inner surface of the panel 4 is mounted by positioning the inner surface of the panel 4 on a desired surface by loosely fitting the downward ruler angle 8 into the notch 13 of 12.

又パネルの上部の他の取付工法として個々のパネルの幅
方向の中央部を梁その他から突出させた金物等に座金等
を用いてボルト止めする工法が行われ、その具体例を第
9図に示す。すなわちパネル4の上側を前記と同様の下
向きの定規アングル8を設け、湾曲した帯板状のイナヅ
マプレート14をパネル4にあけた孔を貫通するボルト15
を用いて係止し、イナヅマプレート14とパネル4の内面
との間にできた間隙に下向きの定規アングル8の突出部
を遊嵌させる工法もある。
As another method of mounting the upper part of the panel, a method of bolting the central part of each panel in the width direction to a metal or the like protruding from a beam or the like with a washer is used. A specific example is shown in FIG. Show. That is, the upper side of the panel 4 is provided with the same downward-pointing ruler angle 8 as described above, and the curved strip-shaped inner plate 14 is inserted into the panel 4 through the bolt 15
There is also a construction method in which the protruding portion of the downward ruler angle 8 is loosely fitted in the gap formed between the inner plate 14 and the inner surface of the panel 4 by using the lock.

また近時、例えば実開昭61-95807号に示されるように、
パネルの縦方向のジョイント部を相互に固定しないで耐
震性を改良した工法が提案されており、この工法は第10
図、第11図に示すように断面L型の取付金物16の縦フラ
ンジ17のパネル面と反対側に垂下片18が設けられ、縦フ
ランジ17と垂下片18の間隙19を定規アングル3の垂直部
20に嵌合して固定し、又縦フランジ17の有する下方に開
いた開口部21にはプレート22を挿入して、横フランジ23
上にALCパネル4の中央部を載せて、ALCパネルの縦方向
ジョイント部は定規アングル3に懸架した受プレート24
により定規アングル3との間隙を保持し、且つパネル上
部及び下部はパネル面から突出させた取付ボルト25によ
り取付金物16又はプレート22にナット止めするように
し、ALCパネルの縦方向ジョイント部はモルタル等で固
定せず、隣接パネル同志が縦方向に若干スライド可能に
した工法もある。
Recently, for example, as shown in No. 61-95807,
A method has been proposed that improves the earthquake resistance without fixing the vertical joints of the panels to each other.
As shown in FIG. 11 and FIG. 11, a hanging piece 18 is provided on the side opposite to the panel surface of the vertical flange 17 of the mounting hardware 16 having an L-shaped cross section, and a gap 19 between the vertical flange 17 and the hanging piece 18 is provided perpendicular to the ruler angle 3. Department
20 is fitted and fixed to the vertical flange 17, and the plate 22 is inserted into the opening 21 of the vertical flange 17 which is opened downward.
The center part of the ALC panel 4 is placed on top, and the vertical joint part of the ALC panel is a receiving plate 24 suspended on the ruler angle 3.
To maintain a gap with the ruler angle 3 and to secure the upper and lower parts of the panel to the mounting hardware 16 or the plate 22 with mounting bolts 25 protruding from the panel surface. The vertical joint of the ALC panel is mortar or the like. There is also a construction method that allows adjacent panels to slide slightly vertically without fixing with.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

しかしながら、前記取付工法のうちジョイント溝6に鉄
筋を配置する工法では、この目地鉄筋7,9はパネル4内
に配置された補強用筋材とは全く絡み合わないので、こ
の目地鉄筋7,9によるパネルの取付強度は、ALCのみの剪
断耐力によるものであって、パネル4の外面方向に大き
な荷重がかかるとパネル4内面のジョイント部分にクラ
ックが入るようになる欠点がある。
However, in the method of arranging the reinforcing bars in the joint groove 6 among the above-mentioned mounting methods, since the joint reinforcing bars 7 and 9 are not intertwined with the reinforcing reinforcing bar arranged in the panel 4, the joint reinforcing bars 7 and 9 are not entangled. The panel mounting strength due to is due to the shear strength of ALC only, and there is a drawback that when a large load is applied in the direction of the outer surface of the panel 4, the joint portion on the inner surface of the panel 4 cracks.

又個々のパネル4をボルト止めする工法では、パネル4
外面にボルト15端面が見えないように補修材を使って表
面を平らに仕上げるものであるが、補修跡が外面に見
え、又この部分にクラックを生じ易く、雨水等の侵入の
おそれもあるといった問題がある。
Moreover, in the method of bolting each panel 4,
The surface of the bolt 15 is made flat by using a repair material so that the end surface of the bolt 15 cannot be seen. There's a problem.

又前記実開昭61-95807号公報の取付工法では、取付金物
16を定規アングル3に固定するとき、溶接長さが不十分
になりやすく、且つ溶接が立上り溶接となるので作業に
熟練を要すること、使用する部品数が多くなりコスト高
になる。パネルの上部及び下部の埋込金物の位置精度が
正確であることが必要となるなどの欠点があった。
Also, in the mounting method disclosed in Japanese Utility Model Publication No. 61-95807, the mounting hardware is
When 16 is fixed to the ruler angle 3, the welding length is likely to be insufficient, and the welding becomes a stand-up welding, so that it requires skill in the work, and the number of parts used increases and the cost increases. There are drawbacks such as the need for accurate positional accuracy of the embedded metal parts on the upper and lower parts of the panel.

本発明は、このような欠点を解消し、施工も極めて簡単
で耐震性において極めて優れたパネルの取付工法を提供
することを目的とするものである。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above drawbacks and to provide a panel mounting method which is extremely simple to construct and has excellent earthquake resistance.

〔問題点を解決するための手段〕[Means for solving problems]

本発明者等は、前記の諸問題を解消し前記目的を達成す
るために研究を進めた結果、本発明に到達したものであ
る。
The present inventors have reached the present invention as a result of conducting research to solve the above problems and achieve the above object.

すなわち本発明の工法は、下壁パネルの幅方向中央の上
部に断面をイナヅマ型に折曲げた下壁パネル取付金物を
ボルト止めし、この下壁パネル取付金物はイナヅマ型の
下部が下壁パネル上部内面に当接し、屈曲した上部は断
面U字型をした定規アングルへの係止部と、それから更
に上部に延長した部分に水平部を具えたものであり、下
壁パネルを建込み後、下壁パネル取付金物は定規アング
ルに固定し、上壁パネルはパネル幅方向中央下縁に断面
L型の上壁パネル受金物を仮止めして建込み、上壁パネ
ル受金物に取付けられたナットにボルトをねじ込んで該
ボルト先端を前記下壁パネル取付金物頂部水平部に載せ
て、上壁パネルの下端高さを調節し、上壁パネル下部を
上壁パネル受金物と下壁パネル取付金物と一緒にボルト
止めして固定し、パネル縦方向ジョイント部は定規アン
グルに取付けた受プレートによりパネルと定規アングル
との間隔を等しく保つように構成したものである。
That is, the construction method of the present invention is to bolt the lower wall panel mounting hardware whose cross section is bent into an inner shape to the upper part in the center of the width direction of the lower wall panel by bolting. The upper part, which is in contact with the inner surface of the upper part and is bent, has a locking part for a ruler angle with a U-shaped cross section and a horizontal part for the part further extended to the upper part. The lower wall panel mounting hardware is fixed to the ruler angle, and the upper wall panel is installed by temporarily fixing the L type cross-section upper wall panel bracket to the lower center edge of the panel width direction, and the nut mounted on the upper wall panel bracket. Screw the bolt onto the top of the lower wall panel mounting hardware top horizontal portion to adjust the lower end height of the upper wall panel, and lower the upper wall panel to the upper wall panel receiving hardware and the lower wall panel mounting hardware. Bolt together and fix, Nell longitudinal joint is obtained by construction to maintain equal spacing between the panel and the ruler angle by receiving plate attached to the ruler angle.

〔実施例〕〔Example〕

以下本発明の実施例を図面に基づいて詳細に説明する。 Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図は本発明工法に従ってパネルを取付けた一実施例
を示す部分正面図、第2図は第1図のA−A断面図、第
3図は同じくB−B断面図、第4図は下壁パネル取付金
物具の斜視図、第5図は上壁パネル受金物の斜視図、第
6図は受プレートの斜視図である。
1 is a partial front view showing an embodiment in which a panel is attached according to the method of the present invention, FIG. 2 is a sectional view taken along the line AA of FIG. 1, FIG. 3 is a sectional view taken along the line BB, and FIG. FIG. 5 is a perspective view of the lower wall panel mounting hardware, FIG. 5 is a perspective view of the upper wall panel bracket, and FIG. 6 is a perspective view of the receiving plate.

1は梁で通常H型鋼が用いられ、3は定規アングルであ
る。26は下壁パネル取付金物、27は上壁パネル、28は下
壁パネルであって、下壁パネル取付金物26は第4図に示
すように断面がイナヅマ型に折曲げられ、その下部29に
は下壁パネルに取付用の孔30があり、下部29の外面を下
壁パネル28に当接させ、取付ボルト31により下壁パネル
28の上部中央に埋設されたネジ孔付埋込金物32に螺合さ
れている。イナヅマ型に折曲げられた上部33は、その両
側はU字状に内面側に折曲げられた定規アングルへの係
合部34が定規アングル3に引っ掛けて固定されており、
また上部33の中央頂部は内側に直角に折曲げられた水平
部35を有し、係合部34と水平部35の中間に取付用の孔36
が開いている。この水平部35は、上部33から水平に突出
した形であれば、頂部を折曲げた形でなくてもよい。37
は断面L型の上壁パネル受金物で、上壁パネル幅方向中
央下縁にL型の水平部43が接し、その垂直部38に取付用
孔39があり、その上部にナット40が軸方向が垂直になる
ように溶接され、ナット40に螺合したボルト41の先端を
下壁パネル取付金物26の水平部35上に載せ、取付ボルト
42により取付孔36及び39を貫通して上壁パネル下部中央
に埋設されたネジ孔付埋込金物32に螺合されている。下
壁パネル取付金物26のイナヅマ型屈曲の段差は、上壁パ
ネル受金物37の垂直部38の厚さと同じにしてある。
Reference numeral 1 is a beam and usually H-shaped steel is used, and 3 is a ruler angle. 26 is a lower wall panel mounting hardware, 27 is an upper wall panel, 28 is a lower wall panel, and the lower wall panel mounting hardware 26 is bent in a cross section as shown in FIG. Has a hole 30 for mounting in the lower wall panel, the outer surface of the lower portion 29 is brought into contact with the lower wall panel 28, and the lower wall panel is attached by the mounting bolt 31.
It is screwed into an embedded hardware 32 with a screw hole embedded in the center of the upper part of 28. The upper part 33 bent into a lightning shape has the engaging parts 34 for the ruler angle, which are bent inwardly in a U shape on both sides, hooked and fixed to the ruler angle 3.
Further, the central top portion of the upper portion 33 has a horizontal portion 35 bent inward at a right angle, and a mounting hole 36 is provided between the engaging portion 34 and the horizontal portion 35.
Is open. The horizontal portion 35 does not have to have a bent top portion as long as it horizontally projects from the upper portion 33. 37
Is an L-shaped upper wall panel receiving member, in which the L-shaped horizontal portion 43 is in contact with the central lower edge of the upper wall panel width direction, the vertical portion 38 has a mounting hole 39, and the nut 40 is axially provided on the upper portion thereof. Are welded so that they are vertical, and the ends of the bolts 41 screwed into the nuts 40 are placed on the horizontal portion 35 of the lower wall panel mounting hardware 26.
It is screwed into an embedded metal article 32 with a screw hole, which is embedded in the lower center of the upper wall panel by penetrating the mounting holes 36 and 39 by 42. The step of the downward bending of the lower wall panel mounting hardware 26 is made equal to the thickness of the vertical portion 38 of the upper wall panel hardware 37.

定規アングルのパネル縦方向のジョイント部には、第3
図に示すように受プレート44が取付けられている。この
受プレート44は、例えば第6図aに示されるように、そ
の内側幅の異なる2つの断面U字型を持つように鉄板を
折り曲げて、中央のU字型45で定規アングル3に引っ掛
け、両側のU字型46の部分にパネルの縦方向ジョイント
部及び横方向ジョイント部の交叉する四つの隅が当接
し、各パネルが幅方向中央も両側部も共に定規アングル
と等しい間隔を保つことができるようになっている。第
6図bは受プレート44の他の態様であって、薄い鉄板に
ひだを付けて所望の目的を達成することもできる。
There is a third
A receiving plate 44 is attached as shown in the figure. As shown in FIG. 6a, for example, the receiving plate 44 is formed by bending an iron plate so as to have two U-shaped cross-sections having different inner widths, and hooking it on the ruler angle 3 with the central U-shaped 45. The four corners of the vertical joint portion and the horizontal joint portion of the panel are in contact with the U-shaped portions 46 on both sides, and each panel can maintain the same interval as the ruler angle in both the widthwise center and both sides. You can do it. FIG. 6b shows another embodiment of the receiving plate 44, in which a thin iron plate can be pleated to achieve the desired purpose.

使用するALCパネルの縦方向の側面は、セメントモルタ
ル等を用いて固定することなく、所謂乾式工法であり、
側面の形状は突付け、本ざね加工、雇いざね加工等を用
いて、少なくとも面内方向には相互に固定していない
で、地震の際各パネルがロッキング可能の状態になって
いることが必要である。
The vertical side surface of the ALC panel to be used is a so-called dry method without fixing with cement mortar or the like,
It is necessary that the side surfaces are not fixed to each other at least in the in-plane direction by using butting, permanent imprinting, hiring imperfections, etc., so that each panel can be locked during an earthquake. Is.

ALCパネル内のネジ孔付埋込金物32は、例えば出願人が
提案した実開昭60-152715号に記載した形式でパネル短
辺小口から電動チェーンソー等によってアンカー部材用
孔を掘り込み、且つパネル表面からこれに直交するよう
に取付ボルト用盲孔を穿孔しネジ孔付埋込金物32を埋設
固定することができる。
The embedded metal object 32 with a screw hole in the ALC panel is, for example, a hole described in Japanese Unexamined Utility Model Publication No. 60-152715 proposed by the applicant, in which a hole for an anchor member is dug from the small edge of the panel with an electric chainsaw, and Blind holes for mounting bolts can be bored from the surface so as to be orthogonal to this, and the embedded hardware 32 with screw holes can be embedded and fixed.

次にパネルの取付方法について説明する。Next, a method of mounting the panel will be described.

定規アングル3のパネル縦方向ジョイント部には受プレ
ート44を取付けておく。一層下のパネルを建込むときに
は、下壁パネル取付金物26がパネル上部に突出するよう
に、ボルト31を下壁パネル取付金物26の下部の取付孔30
を用いて、パネル上部中央に埋設されたネジ孔付埋込金
物32に螺合して取付け、U字型係合部34を定規アングル
3に引っ掛けるようにして建込まれる。下壁パネル28の
下面高さの調節を行った後、下壁パネル取付金物26は定
規アングル3に溶接により固定する。次いで上壁パネル
受金物37を上壁パネル幅方向中央下縁に仮止めし、上壁
パネル受金物37に固定されたナット40にボルト41を螺合
して上壁パネル27を建込み、ボルト41の先端を下壁パネ
ル取付金物26の頂部水平部35上に載せ、取付ボルト42を
座金47を介して上壁パネル受金物の孔39と、下壁パネル
取付金物26の取付孔36を貫通させ、上壁パネル下部中央
に埋設されたネジ孔付埋込金物32に取付けた後、ボルト
41を調節することにより上壁パネル27の下面の位置合わ
せを行ない、ボルト42を締付けてパネルを固定する。
Attach the receiving plate 44 to the panel vertical joint of the ruler angle 3. When installing a panel one layer below, bolts 31 are attached to the lower wall panel mounting hardware 26 so that the lower wall panel mounting hardware 26 projects to the upper part of the panel.
Is mounted by screwing on the embedded hardware 32 with a screw hole embedded in the center of the upper part of the panel, and the U-shaped engaging portion 34 is hooked on the ruler angle 3 to be built. After the height of the lower surface of the lower wall panel 28 is adjusted, the lower wall panel mounting hardware 26 is fixed to the ruler angle 3 by welding. Next, the upper wall panel receiving member 37 is temporarily fixed to the central lower edge of the upper wall panel width direction, the bolt 41 is screwed into the nut 40 fixed to the upper wall panel receiving member 37, and the upper wall panel 27 is installed. Place the tip of 41 on the top horizontal portion 35 of the lower wall panel mounting hardware 26, and insert the mounting bolt 42 through the washer 47 into the hole 39 of the upper wall panel mounting hardware and the mounting hole 36 of the lower wall panel mounting hardware 26. After mounting it on the embedded hardware 32 with a screw hole embedded in the lower center of the upper wall panel,
The lower surface of the upper wall panel 27 is aligned by adjusting 41, and the bolt 42 is tightened to fix the panel.

〔効果〕〔effect〕

本発明の取付工法によれば、セメントモルタル等を使用
しない所謂乾式工法であるため取付工事が容易であり、
施工速度が早く、上壁パネル、下壁パネルの固定も、た
とえパネル内のネジ孔付埋込金物の位置の精度が不正確
であったとしても、下壁パネル取付金物が長孔又は大孔
を有するため融通性が大きく、また耐震性に関しては従
来工法のように上壁パネルを定規アングルから突出させ
た固定式の受金物や、下壁パネル上部に取付けた金物か
ら突出固定した受金物に載せることをせず、パネル幅方
向中央を支える受金物に固定したナットに螺合したボル
ト先端を、定規アングルに固定された下壁パネル取付金
物の水平部35上に載せてパネル荷重を実質上一点で支持
しているため、パネル下部はボルト41の先端を中心とし
て揺動可能であり、またパネル上部、下部共取付ボルト
の回りに回転可能であるため、地震時においても鉄骨躯
体の層間変形を受けても、パネルは容易にロッキング変
形をして追従することができるので、その有効性は極め
て大なるものがある。
According to the installation method of the present invention, the installation work is easy because it is a so-called dry method that does not use cement mortar or the like.
The construction speed is fast, and even if the upper wall panel and lower wall panel are fixed, even if the position accuracy of the embedded hardware with screw holes in the panel is inaccurate, the lower wall panel mounting hardware has a long hole or a large hole. Since it has a large flexibility, it has a large flexibility, and with regard to seismic resistance, it can be used as a fixed type receiving object in which the upper wall panel is projected from the ruler angle as in the conventional construction method or a receiving object protruding and fixed from the metal object attached to the upper part of the lower wall panel. Instead of placing it, place the tip of the bolt that is screwed into the nut that is fixed to the receiving object that supports the center of the panel width direction, on the horizontal part 35 of the lower wall panel mounting object that is fixed to the ruler angle to substantially reduce the panel load. Since it is supported at one point, the lower part of the panel can swing around the tip of the bolt 41, and both the upper part of the panel and the lower part can rotate around the mounting bolts, so the interlayer deformation of the steel frame body can occur even during an earthquake. Received However, since the panel can easily undergo locking deformation and follow, its effectiveness is extremely great.

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

第1図は本発明工法の一実施例を示す部分正面図、第2
図は第1図のA−A断面図、第3図は同じくB−B断面
図、第4図は下壁パネル取付金物の斜視図、第5図は上
壁パネル受金物、第6図は受プレートの斜視図、第7〜
9図は従来の工法を示す説明図、第10、11図は従来の他
の工法を示す説明図である。 1……梁、3……定規アングル、7,9……目地筋、16…
…取付金物、17……縦フランジ、18……垂下片、21……
開口部、23……横フランジ、24,44……受プレート、26
……下壁パネル取付金物、27……上壁パネル、28……下
壁パネル、31、42……取付ボルト、32……ネジ孔付埋込
金物、35……水平部、37……上壁パネル受金物。
FIG. 1 is a partial front view showing an embodiment of the method of the present invention, and FIG.
1 is a sectional view taken along the line AA of FIG. 1, FIG. 3 is a sectional view taken along the line BB, FIG. 4 is a perspective view of the lower wall panel mounting hardware, FIG. 5 is an upper wall panel receiving metal, and FIG. Perspective view of the receiving plate, No. 7-
FIG. 9 is an explanatory view showing a conventional construction method, and FIGS. 10 and 11 are explanatory views showing another conventional construction method. 1 ... Beam, 3 ... Ruler angle, 7, 9 ... Joint, 16 ...
… Mounting hardware, 17 …… vertical flange, 18 …… hanging piece, 21 ……
Aperture, 23 …… Side flange, 24, 44 …… Support plate, 26
...... Lower wall panel mounting hardware, 27 …… Upper wall panel, 28 …… Lower wall panel, 31,42 …… Mounting bolts, 32 …… Embedded hardware with screw holes, 35 …… Horizontal part, 37 …… Upper Wall panel hardware.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】梁の上面からその縁にやや突出して上向き
定規アングルを固定し、下壁パネルはイナヅマ型に折り
曲げられ、且つその下部は下壁パネルに当接し、その上
部は定規アングルに係合する部分と頂部の内側に突出し
た水平部とを有する下壁パネル取付金物を、該パネル上
部中央に埋設されたネジ孔付埋込金物にボルト止めして
建込んだ後、該下壁パネル取付金物を定規アングルに固
定し、また上壁パネルはパネル幅方向中央下縁に断面L
型の上壁パネル受金物を仮止めして建込み、該受金物垂
直部外面上部に軸方向が垂直に固定されたナットに螺合
したボルト先端を該下壁パネル取付金物の頂部水平部に
載せて上壁パネル下端高さを調節し、上壁パネル下部中
央に埋設されたネジ孔付埋込金物に上壁パネル受金物及
び下壁パネル取付金物の上部の取付孔を貫通してボルト
止めし、且つ定規アングルのパネル縦方向ジョイント部
にはパネルと定規アングルとを等間隔に保持する受プレ
ートを取付けたことを特徴とするALC縦壁パネルの取付
工法。
Claim: What is claimed is: 1. An upper ruler angle is fixed by protruding slightly from the upper surface of the beam to the edge of the beam, the lower wall panel is bent in an arc shape, and the lower part thereof abuts the lower wall panel, and the upper part thereof engages the ruler angle. A lower wall panel mounting hardware having a mating portion and a horizontal portion projecting inward of the top is bolted to an embedded hardware with a screw hole embedded in the center of the upper part of the panel, and then the lower wall panel The mounting hardware is fixed to the ruler angle, and the upper wall panel has a section L at the center lower edge in the panel width direction.
The upper wall panel metal fitting of the mold is temporarily fixed and installed, and the bolt tip screwed to the nut axially fixed vertically to the outer surface of the vertical part of the metal fitting vertical portion is attached to the top horizontal part of the lower wall panel mounting metal fitting. Adjust the height of the lower end of the upper wall panel by mounting it, and bolt it through the mounting holes in the upper part of the upper wall panel receiving part and the lower wall panel mounting part to the embedded metal object with screw holes embedded in the lower center of the upper wall panel. In addition, the ALC vertical wall panel installation method is characterized in that a receiving plate that holds the panel and the ruler angle at equal intervals is attached to the vertical joint of the panel of the ruler angle.
JP27908887A 1987-11-06 1987-11-06 ALC vertical wall panel installation method Expired - Lifetime JPH0776465B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27908887A JPH0776465B2 (en) 1987-11-06 1987-11-06 ALC vertical wall panel installation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27908887A JPH0776465B2 (en) 1987-11-06 1987-11-06 ALC vertical wall panel installation method

Publications (2)

Publication Number Publication Date
JPH01121440A JPH01121440A (en) 1989-05-15
JPH0776465B2 true JPH0776465B2 (en) 1995-08-16

Family

ID=17606252

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27908887A Expired - Lifetime JPH0776465B2 (en) 1987-11-06 1987-11-06 ALC vertical wall panel installation method

Country Status (1)

Country Link
JP (1) JPH0776465B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5963578B2 (en) * 2012-07-06 2016-08-03 旭化成建材株式会社 Wall panel mounting method and wall panel mounting structure

Also Published As

Publication number Publication date
JPH01121440A (en) 1989-05-15

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