JPH0213636A - Installation of alc longitudinal wall panel - Google Patents

Installation of alc longitudinal wall panel

Info

Publication number
JPH0213636A
JPH0213636A JP16098988A JP16098988A JPH0213636A JP H0213636 A JPH0213636 A JP H0213636A JP 16098988 A JP16098988 A JP 16098988A JP 16098988 A JP16098988 A JP 16098988A JP H0213636 A JPH0213636 A JP H0213636A
Authority
JP
Japan
Prior art keywords
wall panel
panel
ruler angle
installation
metalware
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
JP16098988A
Other languages
Japanese (ja)
Other versions
JP2598465B2 (en
Inventor
Hisashi Takiguchi
滝口 尚志
Shinya Yoshimoto
吉本 信哉
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 JP16098988A priority Critical patent/JP2598465B2/en
Publication of JPH0213636A publication Critical patent/JPH0213636A/en
Application granted granted Critical
Publication of JP2598465B2 publication Critical patent/JP2598465B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To simplify the installation execution of a wall panel by fixing an installation metalware fixed onto a lower wall panel onto a ruler angle fixed onto a beam and building an upper wall panel onto the upper surface of the vertical part of the installation metalware and fixing said upper wall panel onto the ruler angle by using a lightning-flash-shaped metalware. CONSTITUTION:An upward ruler angle 3 is fixed onto the upper surface of a beam 1, projecting from the edge. At the center part on the upper inner surface of a lower wall panel 28, an installation metalware 26 having a T-shaped section is fixed by using a bolt 31 so that the vertical part is directed to the outer surface side. After the upper surface 33 of the vertical part of the installation metalware 26 is arranged at the bottom surface position of an upper wall panel 27, said vertical part upper surface 33 is fixed onto the ruler angle 3, and a receiving plate 37 is installed onto the panel longitudinal direction joint part of the ruler angle 3. Further, the upper wall panel 27 billt on the installation metalware 26 is installed onto the ruler angle 3 by a lightning-flash shaped metalware 34 fixed onto the upper wall panel 27 by using bolts 36. Therefore, the installation execution for the wall panels 27 and 28 can be simplified, and the wall panels 27 and 28 can be installed so as to easily follow the between-layer displacement of the steel frame body.

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−) 
(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、且つ耐震性にすぐれ
たA L C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 Application Field] The present invention is directed to the use of lightweight cellular concrete as a wall material for buildings.
The present invention relates to an installation method for an ALC vertical wall panel that is easy to install when used as a vertical wall, has strong attachment parts, and has excellent earthquake resistance.

〔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コ
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7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の縦方向シジ
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ヨイント溝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、このジヨイン
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, the panel installation method when forming the vertical walls of a building using ALC panels is to place reinforcing bars in the grooves provided in the longitudinal dicoin points of the panels, and fill these grooves with cement mortar. The common method was to fix them together. For example, as shown in Fig. 7, a typical example is to place a ruler angle 3 pointing upward along the longitudinal direction of the beam 1 on the upper surface of the upper 7 flange 2 of the beam 1, so that its outer vertical surface is above the beam 1. The flange 2 is fixed so that it slightly protrudes outward from the end, and the bracket 5 is fixed outwardly and horizontally from the ruler angle 3 to the vertical sillage part of the panel 4, and both ends of the panel 4 in the width direction are fixed. is placed on the metal support 5, a joint line 7 is provided in the joint groove 6 provided on the vertical side surface of the panel 4, the lower end of the joint line 7 is welded to the metal support 5, and cement is placed in the joint groove 6. Fix the bottom of the panel by filling it with mortar.

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の縦方向シタインド部に梁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、ジヨイント溝部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IO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, in order to provide an earthquake-resistant structure, the upper part of the panel 4 is installed by attaching a ruler angle 8 pointing downward to the lower surface of the upper flange 2 of the beam 1 on the longitudinally tilted part of the panel 4, and attaching a ruler angle 8 whose perpendicular outer surface faces upward. A metal fitting IO with a notch as shown in FIG. The inner surface of the panel 4 is positioned at a desired surface by loosely fitting the downward ruler angle 8 into the notch 13 of the slide flag metal fitting 12 made of the metal fitting 11 fixed so that its surface is parallel to the joint line 9. Install it.

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
ブマプレート14をパネル4にあけた孔を貫通ずるボル
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。
Another method for attaching the upper part of the panel is to bolt the center part of each panel in the width direction to a beam or other hardware protruding from the beam using a washer or the like. A specific example of this method is shown in Figure 9. Shown below. That is, a downward ruler angle 8 similar to that described above is provided on the upper side of the panel 4, and a curved band-shaped lightning plate 14 is locked using a bolt 15 that passes through a hole drilled in the panel 4, and the lightning plate 14 and the panel are fixed. Insert a downward ruler angle 8 into the gap created between 4 and the inner surface.
There is also a construction method that loosely fits the protruding part.

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ヨ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1t図に示すように断面り型の取付金
物16の縦フランジ17のパネル面と反対側に垂下片1
8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パネルの縦方向ジヨイント
部は定規アングル3に懸架したスペーサー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にナツト化めするようにし、
ALCパネルの縦方向ジヨイント溝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, as shown in Utility Model Application No. 61-95807, a construction method has been proposed in which the earthquake resistance is improved by not fixing the vertical joints of the panels to each other. As shown in FIG.
8 is provided, and a gap 19 between the vertical flange 17 and the hanging piece 18 is provided.
is fitted onto the vertical part 20 of the ruler angle 3 and fixed, and the plate 22 is inserted into the downwardly open opening 21 of the vertical flange 17, and the central part of the ALC panel 4 is placed on the horizontal flange 23. The vertical joint part of the ALC panel maintains a gap with the ruler angle 3 by a spacer 24 suspended from the ruler angle 3, and the upper and lower parts of the panel are connected to the mounting hardware 16 or by mounting bolts 25 protruding from the panel surface. Let the plate 22 turn into nuts,
There is also a construction method in which the vertical joint grooves of ALC panels are not fixed with mortar, etc., and adjacent panels are allowed to slide slightly vertically.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら、前記取付工法のうちジヨイント溝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川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内面のジヨイント部
分にクラックが入るようになる欠点がある。
However, in the method of placing reinforcing bars in the joint groove 6 among the above-mentioned installation methods, this joint reinforcing bar 7°9 is
Because it does not intertwine with the reinforced river reinforcing material placed inside,
The installation strength of the panel with these joint reinforcing bars 7 and 9 is ALC
However, if a large load is applied to the outer surface of the panel 4, cracks may occur at the joint portion on the inner surface of the panel 4.

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端而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間朋がある。
In addition, in the method of bolting each panel 4, the panel 4
A repair material is used to flatten the surface so that the bolts 15 are not visible on the outside, but the repair marks are visible on the outside, and cracks are likely to occur in this area, which may cause rainwater to enter. There is such a thing as Mato.

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。
Moreover, in the installation method of the above-mentioned Utility Model Application Publication No. 61-95807,
When fixing the mounting hardware 16 to the ruler angle 3, the welding length tends to be insufficient, and the welding is performed by rising welding, which requires skill and increases the number of parts used, resulting in high costs. There were drawbacks such as the need for accurate positioning of the embedded metal parts at the top and bottom of the panel.

本発明は、このような欠点を解消し、施工も極めて箭単
で耐震性にも優れ、費用も安価な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 An object of the present invention is to provide a panel mounting method that eliminates these drawbacks, is extremely easy to construct, has excellent earthquake resistance, and is inexpensive.

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

本発明者らは、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 conducted research in order to solve the above-mentioned problems and achieve the above-mentioned object, and as a result, they have arrived at the present invention.

すなわち本発明の工法は、下壁パネルの幅方向中央部の
上縁に縦断面T型の取付金物を、そのT型の垂直部が外
面側へ向くようにボルト止めして、これを定規アングル
に溶接することにより上壁パネルの受金物とし、上壁パ
ネルの下部はイナゾマ型金物を用いて、定規アングルと
前記取付金物の−L方に突出した部分とを挟み込むよう
にボルト止めし、パネルの縦方向ジジイント部は定規ア
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
ルとを等間隙に保つように構成したものである。
In other words, the construction method of the present invention is to bolt a mounting hardware having a T-shaped longitudinal section to the upper edge of the widthwise center of the lower wall panel so that the vertical part of the T-shape faces toward the outside, and then attach it to the upper edge of the widthwise center of the lower wall panel. The lower part of the upper wall panel is bolted using Inazoma type metal fittings so as to sandwich the ruler angle and the part of the mounting hardware that protrudes in the -L direction. The vertically extending portion of the panel is constructed so as to maintain equal spacing between the panel and the ruler angle by means of a 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 based on 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< B−B断面図、第4図aは取付金物の一
例の斜視図、第5図はイナプマ型金物の斜視図、第6図
は受プレートの斜視図である。
Fig. 1 is a partial front view showing an embodiment of installing panels according to the construction method of the present invention, Fig. 2 is a cross-sectional view taken along line A-A in Fig. 1, Fig. 3 is a cross-sectional view taken along line B-B, and Fig. 4 is a cross-sectional view taken along line A-A in Fig. 1. FIG. 5 is a perspective view of an inapuma type metal fitting, and FIG. 6 is a perspective view of a receiving plate.

■は梁で通常■1型鋼が用いられ、3は定規アングルで
ある。26は縦断面T型の取付金物、27は上壁パネル
、28は下壁パネルであって、取付金物26は第4図a
に示すような縦断面T’:lで、パネル内面に接する垂
直部29aには縦長の孔30があり、取付ボルト31で
パネル28−F部中央に埋設されたネジ孔付埋込金物3
2に螺合されている。取付金物26のT型の垂直部の上
面33は上壁パネル27の受金物となり、下壁パネル2
8の上面とは少し隙間をあけて定規アングル3に溶接固
定されている。
■ is a beam, usually type ■1 steel is used, and 3 is a ruler angle. 26 is a mounting hardware having a T-shaped longitudinal section, 27 is an upper wall panel, 28 is a lower wall panel, and the mounting hardware 26 is shown in FIG. 4a.
With a vertical cross section T':l as shown in FIG.
2 is screwed together. The upper surface 33 of the T-shaped vertical part of the mounting hardware 26 serves as a support for the upper wall panel 27, and the lower wall panel 2
It is welded and fixed to the ruler angle 3 with a slight gap from the top surface of the ruler angle 8.

34はイナプマ型金物で上部に縦長の孔35があり、折
り曲げられた段差はT型の取付金物の厚さと定規アング
ルのフランジ厚さの合計と略同じになっていて、取付ボ
ルト36でパネル27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。定規アングル3のパネル
縦方向ジヨイント部には、第3図に示すように受プレー
ト37が取付けられている。この受プレート37は、例
えば第6図aに示されるように鉄板を断面U字型に折り
曲げて定規アングル3に引っ掛けて固定できるようにな
っており、裾長部38の厚さはT型の取付金物26と同
じ厚さになっていて、上壁パネル27の下部内面と定規
アングル3の外面との間隔を、下壁パネル28の上部内
面と定規アングル3の外面との間隔と等しくするように
なっているが、裾長部38の長さを下壁パネル28の上
端よりも下へ延長しであると、パネルの縦方向シコイン
ト部及び横方向ジコインF部の四つの隅が受プレートに
当接するので都合がよい。この受プレート37は、第6
図すに示すように薄い鉄板にひだをつけて、所望の目的
を達成することもできる。
34 is an inapuma type metal fitting with a vertical hole 35 at the top, the bent step is approximately the same as the sum of the thickness of the T-shaped mounting metal and the flange thickness of the ruler angle, and the mounting bolt 36 is used to attach the panel 27. It is screwed into an embedded metal fitting 32 with a screw hole embedded in the center of the lower part. A receiving plate 37 is attached to the panel longitudinal joint portion of the ruler angle 3, as shown in FIG. This receiving plate 37 can be fixed by bending a steel plate into a U-shaped cross section and hooking it onto the ruler angle 3, as shown in FIG. 6a, for example. It has the same thickness as the mounting hardware 26, and the distance between the lower inner surface of the upper wall panel 27 and the outer surface of the ruler angle 3 is made equal to the distance between the upper inner surface of the lower wall panel 28 and the outer surface of the ruler angle 3. However, if the length of the hem length section 38 is extended below the upper end of the lower wall panel 28, the four corners of the vertical and horizontal corners of the panel will be attached to the receiving plate. It is convenient because they touch each other. This receiving plate 37 is the sixth
The desired purpose can also be achieved by corrugating a thin sheet of iron as shown in the figure.

第4図b〜eに示すものは取付金物26の他の例であっ
て、ここに示すものは、いずれも1枚の鉄板に切れ目を
入れて、その一部を直角に折り曲げて構成されている。
The ones shown in FIGS. 4b to 4e are other examples of the mounting hardware 26, and the ones shown here are each constructed by making a cut in a single iron plate and bending a part of it at right angles. There is.

従ってその縦断面はT型を形成しており、T字型の垂直
部の取付は位置等にそれぞれ相違はあるものの、取付金
物26の孔30によりボルトを用いて下壁パネル28の
中央上縁に取付けた状態で、T字型の垂直部取付位置よ
り上方へ延びた部分29bが存在し、且つ水平な部分3
3が孔30の位置?こ対してアンバランスになっていな
番すればよい。
Therefore, its longitudinal section forms a T-shape, and although the vertical part of the T-shape is installed at the center upper edge of the lower wall panel 28 using bolts through the holes 30 of the mounting hardware 26, although there are differences in position etc. There is a portion 29b extending upward from the T-shaped vertical portion mounting position, and a horizontal portion 3
3 is the position of hole 30? In contrast, it is best to take a number that is unbalanced.

取付金物は第4図a−eのように折り曲げたものでなく
、T字型に溶接したものでもよい。
The mounting hardware may be welded in a T-shape instead of being bent as shown in FIGS. 4a-e.

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92式1法であ
り、側面の形状は交付ζす、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 surfaces of the ALC panels used are not fixed using cement mortar or the like, but the so-called 92-type 1 method, and the shape of the side surfaces is determined by delivery, real groove processing, hired groove processing, etc. It is necessary that the panels are not fixed to each other at least in the in-plane direction and that each panel can be locked in the event of an earthquake.

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80−152715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
ンカ一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 fittings 32 with screw holes in the ALC panel are made by digging holes for anchor parts from the short edge of the panel using an electric chainsaw or the like, for example, in the format described in Japanese Utility Model Application No. 80-152715 proposed by the applicant. Blind holes for mounting bolts are drilled from the panel surface so as to be orthogonal thereto, and the embedded metal fittings 32 with screw holes can be embedded and fixed therein.

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

−層下のパネルを建込むときには、パネル上部中央に即
設されたネジ孔付埋込金物32?こ、取付金物26のT
型の垂直部がパネル上縁にかぶさるように、ボルト31
により取付けて一層下の取付金物26上に建込まれる。
- When constructing the lower panel, is there an embedded metal fitting 32 with a screw hole immediately installed in the center of the upper part of the panel? This is the T of the mounting hardware 26.
Bolt 31 so that the vertical part of the mold covers the top edge of the panel.
It is mounted on the lower mounting hardware 26.

また定規アングル3のパネル縦方向ジヨイント部には受
プレート37を順次差し込む。
Further, the receiving plates 37 are successively inserted into the panel longitudinal joint portions of the ruler angle 3.

次いで取付金物2BのT型の垂直部の上面33は上壁パ
ネルの底面の位置に一致させた後、溶接により定規アン
グルに固定する。上壁パネルの建込みは固定されたT型
取付金物のT型の垂直部の上面33にパネル中央部を載
せ、イナヅマ型金物34の長手方向を略垂直にして、取
付金物28の上方への突出部29bと、定規アングル3
の垂直部とを上壁パネルの下端で挟み込むように、ボル
ト3Bを上壁パネル中央下部に埋設したネジ孔付埋込金
物32に螺合させて固定する。イナヅマ型金物は建込み
前にボルトでパネルに仮止めしておいてもよい。
Next, the upper surface 33 of the T-shaped vertical portion of the mounting hardware 2B is aligned with the bottom surface of the upper wall panel, and then fixed to the ruler angle by welding. To erect the upper wall panel, place the center part of the panel on the top surface 33 of the T-shaped vertical part of the fixed T-shaped mounting hardware, make the longitudinal direction of the lightning-shaped hardware 34 approximately vertical, and install the mounting hardware 28 upward. The protrusion 29b and the ruler angle 3
The bolt 3B is screwed into a screw hole embedded metal fitting 32 embedded in the lower center of the upper wall panel so as to sandwich the vertical portion of the upper wall panel with the lower end of the upper wall panel. Lightning-shaped hardware may be temporarily attached to the panel with bolts before construction.

受プレートは上壁パネルを取付けてから後で取付けても
よい。
The support plate may be installed after the top wall panel is installed.

〔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1法であるため取付工事が容易であり、
施工速度が早く、使用する部品の構造も簡単で個数も少
なく、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、′r型の取付金物が長孔を有するため融通性が
大きく、また耐震性に関してはパネル中央部に支持点が
あり、パネル下部のイナヅマ型金物は定規アングルに対
してスライド可能であり、パネル上部も取付ボルトを中
心として回転可能であるため、地震時において鉄骨躯体
の眉間変形を受(すても、パネルはロッキング変形をし
て追従することができ、その有効性は大なるものがある
According to the installation method of the present invention, the installation work is easy because it is a so-called dry type 1 method that does not use cement mortar etc.
The construction speed is fast, the structure of the parts used is simple and the number of parts is small, and the upper and lower wall panels can be fixed even if the precision of the position of the embedded metal fittings with screw holes in the panels is inaccurate. ,'r-shaped mounting hardware has long holes, which provides great flexibility.In terms of earthquake resistance, there is a support point in the center of the panel, and the lightning-shaped hardware at the bottom of the panel can slide against the ruler angle, making the panel Since the upper part is also rotatable around the mounting bolts, the panel can undergo rocking deformation to follow the deformation of the steel frame during an earthquake, which is highly effective. .

また取付金物が1字型に形成されているので、上壁パネ
ルを建込むときパネル幅方向両端は受プレートで定規ア
ングルとの間隙が規制され、さらに中心部も定規アング
ルとの遊びがなく、強固に取付けることができるので都
合がよい。
In addition, since the mounting hardware is shaped like a single character, when installing the upper wall panel, the gap between the ruler angle and the ruler angle is regulated by the support plate at both ends of the panel in the width direction, and there is no play with the ruler angle in the center. It is convenient because it can be installed firmly.

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

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<B−B断面
図、第4図a −aは取付金物の斜視図、第5図はイナ
ヅマ型金物の斜視図、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、2
3・・・・横フランジ、24゜37・・・・受プレート
、26・・・・取付金物、27・・・・上壁パネル、2
8・・・・下壁パネル、31.38・・・取付ボルト、
32・・・・ネジ孔付埋込金物、34・・・・イナヅマ
型金物特許出願人 住友金属鉱山株式会社 第2図      第3図
Fig. 1 is a partial front view showing one embodiment of the construction method of the present invention;
The figures are A-A sectional view of Fig. 1, Fig. 3 is the same <B-B sectional view, Fig. 4 a-a is a perspective view of the mounting hardware, Fig. 5 is a perspective view of the lightning-shaped metal fitting, and Fig. 6 is a perspective view of the lightning-shaped metal fitting. The figure is a perspective view of the receiving plate, Figures 7 to 9 are explanatory diagrams showing conventional construction methods, and Figures 10 and 11 are explanatory diagrams showing other conventional construction methods. 1...Beam, 3...Ruler angle, 7,9...
- Joint line, 16... Installation/hardware, 17... Vertical flange, 18... Hanging piece, 21... Opening, 2
3...Horizontal flange, 24° 37...Reception plate, 26...Mounting hardware, 27...Top wall panel, 2
8...Lower wall panel, 31.38...Mounting bolt,
32... Embedded hardware with screw holes, 34... Lightning-shaped hardware Patent applicant Sumitomo Metal Mining Co., Ltd. Figure 2 Figure 3

Claims (1)

【特許請求の範囲】[Claims] 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、下壁パネルは該パネルの上部内面中央部に、
縦断面T型の取付金物をそのT型の垂直部が外面側へ向
くように、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み、該取付金物はそのT型の
垂直部の上面を上壁パネル底面の位置に一致させた後定
規アングルに固定し、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、次いで上壁パネルは該取付金物
上に建込み、イナヅマ型金物をモの一面を上壁パネル内
面に接し、他の一面を定規アングル鉛直部内面に接する
ように位置させて、上壁パネル下部中央に埋設されたネ
ジ孔付埋込金物にボルト止めすることを特徴とするAL
C縦壁パネルの取付工法。
An upward ruler angle is fixed slightly protruding from the upper surface of the beam to its edge, and the lower wall panel is attached to the center of the upper inner surface of the panel.
A mounting hardware with a T-shaped vertical cross section is bolted to an embedded hardware with a screw hole embedded in the center of the upper part of the panel so that the vertical part of the T-shape faces outward. After aligning the top surface of the vertical part of the mold with the bottom of the upper wall panel, fix it to the ruler angle, and attach a receiving plate to the panel vertical joint of the ruler angle to hold the panel and the ruler angle at equal intervals. Next, the upper wall panel is installed on the mounting hardware, and the lightning-shaped hardware is positioned so that one side of the metal is in contact with the inner surface of the upper wall panel and the other side is in contact with the inner surface of the vertical part of the ruler angle, and the lightning-shaped metal fitting is positioned at the bottom center of the upper wall panel. AL is characterized by being bolted to a metal fitting with screw holes embedded in the
C Vertical wall panel installation method.
JP16098988A 1988-06-30 1988-06-30 ALC vertical wall panel mounting method Expired - Lifetime JP2598465B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16098988A JP2598465B2 (en) 1988-06-30 1988-06-30 ALC vertical wall panel mounting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16098988A JP2598465B2 (en) 1988-06-30 1988-06-30 ALC vertical wall panel mounting method

Publications (2)

Publication Number Publication Date
JPH0213636A true JPH0213636A (en) 1990-01-18
JP2598465B2 JP2598465B2 (en) 1997-04-09

Family

ID=15726458

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16098988A Expired - Lifetime JP2598465B2 (en) 1988-06-30 1988-06-30 ALC vertical wall panel mounting method

Country Status (1)

Country Link
JP (1) JP2598465B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002088954A (en) * 2000-09-20 2002-03-27 Sekisui House Ltd Vibration isolation structure using curtain wall
JP2014043742A (en) * 2012-08-28 2014-03-13 Nippon Steel & Sumikin Coated Sheet Corp Building panel fixing structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002088954A (en) * 2000-09-20 2002-03-27 Sekisui House Ltd Vibration isolation structure using curtain wall
JP2014043742A (en) * 2012-08-28 2014-03-13 Nippon Steel & Sumikin Coated Sheet Corp Building panel fixing structure

Also Published As

Publication number Publication date
JP2598465B2 (en) 1997-04-09

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