JPH0317334A - Installing external wall to building - Google Patents
Installing external wall to buildingInfo
- Publication number
- JPH0317334A JPH0317334A JP15063889A JP15063889A JPH0317334A JP H0317334 A JPH0317334 A JP H0317334A JP 15063889 A JP15063889 A JP 15063889A JP 15063889 A JP15063889 A JP 15063889A JP H0317334 A JPH0317334 A JP H0317334A
- Authority
- JP
- Japan
- Prior art keywords
- building structure
- wall unit
- exterior wall
- building
- external 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.)
- Pending
Links
- 239000000463 material Substances 0.000 claims abstract description 21
- 238000010276 construction Methods 0.000 claims description 9
- 238000000034 method Methods 0.000 abstract description 15
- 229910000831 Steel Inorganic materials 0.000 abstract description 8
- 239000010959 steel Substances 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 6
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
L産業上の利用分野]
本発明はタワーパーキングの如き建築物の外壁取付方法
に関するものである。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a method for attaching an exterior wall to a building such as a tower parking lot.
[従来の技術]
タワーパーキングの如き建築物において、その外壁工事
を行う場合は、建築物の鉄骨構造をなす建屋構造体の周
囲に、該建屋構造体の高さに対応する高さとした大型の
作業足場を架設し、大型クレーン等にて吊り上げられる
パネル状の外壁材を1枚1枚上記作業足場を利用して順
次建屋構造体に下方から上方へ貼り付けて行くようにす
ることが従来一般的に行われている。[Prior Art] When constructing the exterior walls of a building such as a tower parking lot, large-scale work is carried out around the building structure, which is the steel frame structure of the building, at a height corresponding to the height of the building structure. Conventionally, it has been common practice to erect scaffolding and attach panel-shaped exterior wall materials that are lifted up by a large crane or the like one by one to the building structure one by one from the bottom to the top using the above-mentioned work scaffolding. is being carried out.
[発明が解決しようとする課題コ
ところが、上記従来一般的に行われている外壁工事の方
法の場合には、
(D 建屋構造体の周囲に高さの高い大型の足場を組む
必要があるため、足場の架設、WI去に多大なR間を要
すると共に、隣地とのスペースが狭いような場合には施
工が困難な場合が生じること、
■ 足場上で建屋構造体の各面に外壁材を1枚1枚貼り
付けて行くため、作業能率が悪く且つ多くの人手を必要
とし、工期が長くかかること、
(ト)高所作業となるため、作業の安全性に問題がある
と共に風の影響を受け易いため危険であること、
等の問題があった。[Problems to be solved by the invention]However, in the case of the above conventional method of exterior wall construction, , It takes a large amount of time to erect the scaffolding and remove the WI, and construction may be difficult if the space between the scaffolding and the adjacent property is narrow. Since the work is pasted one by one, the work efficiency is poor and requires a lot of manpower, which takes a long time. There were problems such as the fact that it was dangerous because it was susceptible to
そこで、本発明は、大型の足場を不要として隣地とのス
ペースが狭いような建@構造体に対しても楽に施工を行
うことができるようにすると共に、工明を短縮でき、し
かも安全性に優れた建築物の外壁取付方法を提供しよう
とするものである。Therefore, the present invention eliminates the need for large-scale scaffolding, allows easy construction even for structures with narrow spaces between adjacent properties, shortens construction time, and improves safety. The purpose is to provide an excellent method for attaching external walls of buildings.
[課題を解決するための手段]
本発明は、上記課題を解決するために、建屋構造体を取
り囲むように四側而に配した外壁材を一体にして所要の
高さを有する筒形の外壁ユニットを地上部にて組み立て
、次いで、該外壁ユニットを建屋構造体に沿わせて持ち
上げ、その下部に外壁ユニット1段分の組立スペースを
残した位置で持ち上げを止め、次に、外壁ユニット1段
分の組立スペースにて次の外壁ユニットを組み立てて先
に持ち上げた上段外壁ユニットに継ぎ足し、しかる後、
外壁ユニット1段分を残して外壁ユニットを持ち上げて
止め、以後同様な作業を順次繰り返して上記建屋構造体
の最上部まで外壁ユニットを配置し、各外壁ユニットを
建屋構造体に固定することを特徴とする建築物の外壁取
付方法とする。[Means for Solving the Problems] In order to solve the above problems, the present invention provides a cylindrical external wall having a required height by integrating external wall materials arranged on four sides so as to surround a building structure. Assemble the unit above ground, then lift the exterior wall unit along the building structure, stop lifting at a position that leaves an assembly space for one stage of exterior wall units at the bottom, and then Assemble the next exterior wall unit in the assembly space for 1 minute, add it to the upper exterior wall unit lifted earlier, and then
The method is characterized in that the external wall units are lifted and stopped, leaving one stage of the external wall units, and then the same steps are repeated in order to place the external wall units up to the top of the building structure, and each external wall unit is fixed to the building structure. This is the method for attaching the exterior wall of a building.
[作 用]
地上部で筒形に組み立てた外壁ユニットを順次持ち上げ
て継ぎ足して行くようにするので、高さの高い大型の足
場を用いた高所作業が不要となり、良好な施工性をもっ
て安全に作業を行うことができるようになる。[Function] Since the external wall units assembled in a cylindrical shape above the ground are lifted and added one after another, there is no need for high-altitude work using large, tall scaffolding, and the work is safe with good workability. be able to perform work.
[実 施 例] 以下、本発明の実施例を図面を参照して説明する。[Example] Embodiments of the present invention will be described below with reference to the drawings.
第1図乃至第7図は本発明の建築物の外壁取付方法の一
実施例による作業手順を示すもので、本発明の方法は、
基本的には前後左右の4個所に配置した4本の鉄柱2と
該各鉄柱2間を連結する梁やトラス等の構造材3からな
る鉄骨構造の珪屋構造体1を取り囲めるように配した四
側面の外壁材を一体にして鉢巻状に地上にて組み立てて
なる外壁ユニット13を、1段ずつ建屋構造体1に沿わ
せて持ち上げながら目地の仕上げを行って継ぎ足して行
き、外壁ユニット13の組み立てと外壁ユニット13同
士の継ぎ足しを地上にて行わせることである。FIGS. 1 to 7 show work procedures according to an embodiment of the method for attaching an exterior wall to a building according to the present invention, and the method according to the present invention includes:
Basically, it is arranged so as to surround a steel-frame structure 1 consisting of four steel columns 2 placed at four locations on the front, rear, left, and right, and structural members 3 such as beams and trusses that connect the steel columns 2. The exterior wall unit 13 is made by integrating the exterior wall materials on the four sides and assembling it on the ground in a headband shape.The exterior wall unit 13 is finished by finishing the joints while lifting it up one stage at a time along the building structure 1. The assembly of the outer wall units 13 and the addition of the outer wall units 13 to each other are performed on the ground.
具体的に説明すると、先ず、外壁ユニット13を取り付
ける作業に先立って、次の如き作業を行わせる。すなわ
ち、第1図に示す如く、建屋構造体1を建てて、その頂
部の四隅に、揚重機としてツインジャッキ5をそれぞれ
架台4を介して設置すると共に、上記建屋構造体1上に
、上記各ツインジャッキ5を駆動するための油圧ポンプ
ユニット6を仮設ステージ7を介して設置し、該油圧ポ
ンプユニット6を地上部8に配置した制御盤9に制御ラ
イン9a,9bを介し連絡させて、該制御盤9の操作に
より制御させられるようにし、且つ上記各ツインジャッ
キ5から巻き出ざれた吊り上げワイヤ10の下端を、地
上部8から所要の高さのところまで降して建屋構造体1
の四隅に位置させておく。次に、第2図に示す如く、建
屋構造体1の最下部の周囲を取り囲むように、手摺り付
きの単管足場11を地上に所要高さく後述する外壁ユニ
ット13の一段分の高さに対応する高さ〉になるよう組
み立て、更に、該単管足場11と建屋構造体1との間の
スペースに位置するように地上部8に外壁ユニット組立
架台12を仮設する。To explain specifically, first, prior to the work of attaching the outer wall unit 13, the following work is performed. That is, as shown in FIG. 1, a building structure 1 is erected, and twin jacks 5 are installed as lifting machines at the four corners of the top of the structure via mounts 4, and each of the above-mentioned equipment is installed on the building structure 1. A hydraulic pump unit 6 for driving the twin jack 5 is installed via a temporary stage 7, and the hydraulic pump unit 6 is connected to a control panel 9 placed on the ground section 8 via control lines 9a and 9b. The lower end of the lifting wire 10 unwound from each of the twin jacks 5 is lowered to a required height from the ground part 8 and the building structure 1 is controlled by operating the control panel 9.
Place it at the four corners of the Next, as shown in FIG. 2, a single-tube scaffolding 11 with handrails is placed above the ground at a required height so as to surround the lowest part of the building structure 1, to a height equivalent to one level of the outer wall unit 13, which will be described later. Furthermore, an outer wall unit assembly frame 12 is temporarily installed on the ground part 8 so as to be located in the space between the single pipe scaffold 11 and the building structure 1.
かかる作業が終ると、本発明の方法により外壁ユニット
13の取り付けを行う。先ず、第3図に示す如く、外壁
材を上記組立架台12上に搬入して仮り置きし、ここで
建屋構造体1を取り囲むように外壁材を配して各外壁材
を一体にしてなる外壁ユニット13を組み立てる。該外
壁ユニット13は建屋構造体1の外側に沿い吊り上げら
れるようにするために、建屋構造体1の水平断面形状に
即した角筒形状になるよう四側面の外壁材を鉢巻状に構
戒するもので、第3図のA部の拡大平面を示す第9図や
第10図乃至第12図に詳細を示す如く組み立てる。上
記外壁ユニット組立架台12上の四隅にて鉛直状態に立
てたアングル材からなる4本の吊り上げ補強材14の各
上端の吊り上げ金具15に、前記ツインジャッキ5から
巻き出しておいた吊り上げワイヤ10の下端を係止させ
て、各吊り上げ補強材14を四隅にセットし、次に、隣
り合う各吊り上げ補強材14間に、上下方向複数段に亘
り胴縁16を取り付けると共に、該各胴縁16により寸
法のチェックを行い、しかる後、各胴縁16の外側に、
パネル状の外壁材17を、たとえば、ビス止め等により
貼り付け、必要に応じて外壁材17間で形或されるコー
ナ一部を仕上げる。なお、上記外壁材11が左右方向で
分割型のものの堀合には、上記各胴縁16の途中に縦胴
縁を設けてこの部分で継ぎ足すようにする。After this work is completed, the outer wall unit 13 is installed using the method of the present invention. First, as shown in FIG. 3, the exterior wall materials are carried onto the assembly frame 12 and temporarily placed therein, and the exterior wall materials are arranged to surround the building structure 1 to form an exterior wall formed by integrating each exterior wall material. Assemble unit 13. In order to allow the exterior wall unit 13 to be lifted along the outside of the building structure 1, the exterior wall materials on the four sides are arranged in a headband shape so that it has a rectangular cylinder shape that conforms to the horizontal cross-sectional shape of the building structure 1. It is assembled as shown in detail in FIG. 9, which shows an enlarged plan view of section A in FIG. 3, and FIGS. 10 to 12. The lifting wires 10 unwound from the twin jacks 5 are attached to the lifting metal fittings 15 at the upper ends of the four lifting reinforcing members 14 made of angle members erected vertically at the four corners of the outer wall unit assembly stand 12. The lower ends are locked and each lifting reinforcing member 14 is set at the four corners.Next, the furring rims 16 are attached in multiple stages in the vertical direction between the adjacent lifting reinforcing members 14, and each of the lifting reinforcing members 14 is After checking the dimensions, on the outside of each rim 16,
The panel-shaped exterior wall materials 17 are attached, for example, with screws, and a portion of the corner formed between the exterior wall materials 17 is finished as necessary. In addition, when the outer wall material 11 is of a split type in the left and right direction, a vertical rim is provided in the middle of each rim 16 and the parts are added at this portion.
上述の如くして組立架台12上に外壁ユニット13が組
み立てられると、次いで、第4図に示す如く、各ツイン
ジャッキ5を巻き上げ駆動させて各吊り上げワイヤ10
を同時に巻き取ることにより外壁ユニット13をその高
さ1段分だけ吊り上げて停止させ、しかる後、該吊り上
げた外壁ユニット13を、第4図のB部の拡大平面であ
る第13図に示す如く、各吊り上げ補強材14の下端部
位置にて建屋構造体1の鉄柱2に仮り止め材18を介し
て仮り止め固定する。かかる状態とすると、吊り上げた
外壁ユニット13の下部に外壁ユニット13を1段分組
み立てられるだけの外壁ユニット組立スペースSが形成
ざれるので、第5図に示す如く、組立架台12上に外壁
材を搬入し、第10図乃至第12図に示したと同様な要
領で2段目の外壁ユニット13を組み立てる。又、この
際、第14図(第5図のC部の拡大断面を示す)に示す
如く、2段目の外壁ユニット13の吊り上げ補強材14
の上端を、1段目の外壁ユニット13の吊り上げ補強材
14の下端に連結材19を介して連結し、1段目と2段
目の外壁ユニット13を上下方向に一体化させ、更に、
このとき、1段目の外壁ユニット13と2段目の外壁ユ
ニット13の外壁材17間の目地の横埋め作業を行う。When the outer wall unit 13 is assembled on the assembly stand 12 as described above, then each twin jack 5 is hoisted and driven to lift each lifting wire 10 as shown in FIG.
At the same time, by winding up the outer wall unit 13, the outer wall unit 13 is lifted by one step in height and stopped, and then the lifted outer wall unit 13 is moved as shown in FIG. 13, which is an enlarged plane of section B in FIG. 4. The lower end position of each lifting reinforcing member 14 is temporarily fixed to the steel column 2 of the building structure 1 via a temporary fixing member 18. In this state, an exterior wall unit assembly space S sufficient for assembling one stage of exterior wall units 13 is not formed at the bottom of the lifted exterior wall unit 13, so as shown in FIG. The second stage outer wall unit 13 is assembled in the same manner as shown in FIGS. 10 to 12. In addition, at this time, as shown in FIG. 14 (showing an enlarged cross section of section C in FIG. 5), the lifting reinforcing material 14 of the second stage outer wall unit 13 is
The upper end is connected to the lower end of the lifting reinforcing member 14 of the first-stage outer wall unit 13 via a connecting member 19 to integrate the first-stage and second-stage outer wall units 13 in the vertical direction, and further,
At this time, horizontal filling work is performed on the joints between the outer wall materials 17 of the first-stage outer wall unit 13 and the second-stage outer wall unit 13.
なお、外壁材17が塗装鋼板の如き部材である場合には
、1段目の外壁ユニット13の組み立て時に外壁材17
の下端はビス止めを行わないようにしておき、1段目と
2段目の外壁ユニット13を接合する際に、下側の外壁
材17を上側の外壁材17の内側にもぐり込ませてから
(重ね代をとる)ビス止めを行うようにする。In addition, when the exterior wall material 17 is a member such as a painted steel plate, the exterior wall material 17 is removed when the first stage exterior wall unit 13 is assembled.
Do not screw the lower end of the , and when joining the first and second tier exterior wall units 13, insert the lower exterior wall material 17 inside the upper exterior wall material 17, and then Make sure to screw it in place (taking up the overlap).
1段目の外壁ユニット13と2段目の外壁ユニット13
を一体化させた後は、1段目の外壁ユニット13の仮り
止めを解除し、しかる後、上述した手順と同様な手順で
外壁ユニット13の吊り上げと継ぎ足しを行うことによ
り、第6図に示す如く所定段(図では6段)の外壁ユニ
ット13を所定位置まで吊り上げて、最下部に所定の外
壁ユニット組立スペースSを形成した状態とする。First stage external wall unit 13 and second stage external wall unit 13
After integrating, the temporary fixing of the first stage outer wall unit 13 is released, and then the outer wall unit 13 is lifted and added in the same manner as described above, as shown in Fig. 6. A predetermined number of stages (six stages in the figure) of the outer wall units 13 are lifted up to a predetermined position, and a predetermined outer wall unit assembly space S is formed at the lowest part.
この状態で各外壁ユニット13におけるすべての胴縁1
6を取付部材を介して建屋構造体1の鉄柱2や構造材3
にボルト締めなどにより固定する。In this state, all the furrings 1 in each outer wall unit 13
6 to the steel column 2 or structural material 3 of the building structure 1 via the mounting member.
Fix by tightening bolts, etc.
更に、組立架台12、ツインジャッキ5、油圧ポンプユ
ニット6、制御盤9等を撤去した後、第7図に示す如く
、最下部の外壁ユニット組立スペースSに出入口等の必
要な開口20を備えた外壁ユニット13を組み立てて固
定し、しかる後、屋根工事、笠木の取り付けを行うこと
により外壁工事を完了する。Furthermore, after removing the assembly frame 12, twin jack 5, hydraulic pump unit 6, control panel 9, etc., necessary openings 20 such as entrances and exits were provided in the lowermost outer wall unit assembly space S, as shown in Fig. 7. The exterior wall construction is completed by assembling and fixing the exterior wall unit 13, and then performing roof construction and installing a cap.
上述した作業手順は第8図に示すとおりである。The above-mentioned work procedure is as shown in FIG.
このように、本発明においては、地上部8で鉢巻状に組
み立てた外壁ユニット13を1段分宛吊り上げ、吊り上
げた外壁ユニットの下部スペースにて次段の外壁ユニッ
ト13を組み立てて順次継ぎ足して行くようにするので
、従来の如き建屋構造体1の高さに対応した大型の足場
を用いることなく外壁工事を行うことができ、隣地との
スペースが狭い堀合でも施工できる。又、外壁となる外
壁ユニット13は角筒形にしてあつて建屋構造体1の四
方の面に同時に貼ることができるため、従来方法に比し
てはるかに施工性がよく、工期の短縮化を図ることがで
きる。更に、外壁ユニット13は角筒形とすることによ
り建屋構造体1の周囲に安定して配置されるため、吊り
上げ時に風の影響を受けにくく、安全性の面でも優れて
いる。In this way, in the present invention, the exterior wall unit 13 assembled in a headband shape is lifted up to one level from the above-ground part 8, and the next stage exterior wall unit 13 is assembled in the space below the lifted exterior wall unit and successively added. Therefore, the exterior wall work can be carried out without using a large scaffold corresponding to the height of the building structure 1 as in the past, and the work can be carried out even in a moat where the space between the building structure 1 and the neighboring land is narrow. In addition, the outer wall unit 13, which forms the outer wall, is shaped like a rectangular tube and can be attached to all four sides of the building structure 1 at the same time, making it much easier to construct than conventional methods and shortening the construction period. can be achieved. Furthermore, since the outer wall unit 13 is shaped like a rectangular tube, it can be stably arranged around the building structure 1, so it is less susceptible to the influence of wind during lifting, and is excellent in terms of safety.
なお、上記実施例では、角筒形の建屋構造体1に対応さ
せるために外壁ユニット13も角筒形としたが、たとえ
ば、建屋構造体1が円筒形であればそれに対応させて外
壁ユニット13を円筒形にすればよく、又、外壁ユニッ
トをツインジャッキにて吊り上げる場合を例示したが、
ジャッキで押し上げるようにしてもよく、その他本発明
の要旨を逸脱しない範囲内において、種々変更を加え得
ることは勿論である。In the above embodiment, the outer wall unit 13 is also made into a prismatic cylindrical shape in order to correspond to the prismatic cylindrical building structure 1. For example, if the building structure 1 is cylindrical, the outer wall unit 13 is made to correspond to the cylindrical shape. It is sufficient to make it cylindrical.Also, although the case where the outer wall unit is lifted with twin jacks is shown as an example,
It goes without saying that it may be pushed up using a jack, and that various other modifications may be made without departing from the gist of the present invention.
[発明の効果]
以上述べた如く、本発明の建築物の外壁取付方法によれ
ば、建屋構造体の最下部である地上部にて筒形に組み立
てた外壁ユニットを、建屋構造体の全高に至るまで1段
分宛持ち上げて継ぎ足して行くようにするので、次の如
き優れた効果を発揮する。[Effects of the Invention] As described above, according to the method for attaching an exterior wall to a building of the present invention, the exterior wall unit assembled in a cylindrical shape at the ground level, which is the lowest part of the building structure, can be attached to the entire height of the building structure. By lifting up each stage and adding more until the end is reached, the following excellent effects can be achieved.
(1)建屋構造体の周囲に高さの高い大型の足場を組み
立てる必要がないため、隣地とのスペースが狭いような
建屋構造体でも楽に作業を行うことができる。(1) Since there is no need to assemble large, tall scaffolds around the building structure, work can be carried out easily even on building structures where the space between adjacent properties is narrow.
(11)大型の足場を用いた高所作業がなくなるため、
風の影響を受けることなく安全に作業を進めることがで
きる。(11) No need to work at heights using large scaffolding,
Work can proceed safely without being affected by wind.
(iii) 地上部で筒形に組み立てた外壁ユニット
を継ぎ足して行くようにすることから、施工性がよく、
工期の短縮化を図ることができる。(iii) Since the outer wall units are assembled in a cylindrical shape above the ground and are added together, it is easy to construct.
It is possible to shorten the construction period.
第1図乃至第7図は本発明の建築物のタト壁取付方法の
一実施例を示す作業手順の概要図、第8図は本発明の方
法のフローチャート、第9図は第3図のA部拡大平面図
、第10図乃至第12図は外壁ユニットの組み立て手順
の詳細を示す側面図、第13図は第4図のB部拡大平面
図、第14図は第5図のC部拡大断面図である。
1・・・建屋構造体、5・・・ツインジャッキ、8・・
・地上部、10・・・吊り上げワイヤ、13・・・外壁
ユニット、17・・・外壁材、19・・・連結材、S・
・・外壁ユニット組立スペース。
第1図
第2図Figures 1 to 7 are schematic diagrams of work procedures showing one embodiment of the method for attaching a vertical wall to a building according to the present invention, Figure 8 is a flowchart of the method of the present invention, and Figure 9 is A of Figure 3. Figures 10 to 12 are side views showing details of the assembly procedure of the outer wall unit, Figure 13 is an enlarged plan view of part B in Figure 4, and Figure 14 is an enlarged view of part C in Figure 5. FIG. 1... Building structure, 5... Twin jack, 8...
- Ground part, 10... Lifting wire, 13... Exterior wall unit, 17... Exterior wall material, 19... Connecting material, S.
・・Exterior wall unit assembly space. Figure 1 Figure 2
Claims (1)
材を一体にして所要の高さを有する筒形の外壁ユニット
を地上部にて組み立て、次いで、該外壁ユニットを建屋
構造体に沿わせて持ち上げ、その下部に外壁ユニット1
段分の組立スペースを残した位置で持ち上げを止め、次
に、外壁ユニット1段分の組立スペースにて次の外壁ユ
ニットを組み立てて先に持ち上げた上段外壁ユニットに
継ぎ足し、しかる後、外壁ユニット1段分を残して外壁
ユニットを持ち上げて止め、以後同様な作業を順次繰り
返して上記建屋構造体の最上部まで外壁ユニットを配置
し、各外壁ユニットを建屋構造体に固定することを特徴
とする建築物の外壁取付方法。(1) A cylindrical external wall unit with the required height is assembled above ground by integrating the external wall materials placed on the four sides surrounding the building structure, and then the external wall unit is placed along the building structure. Lift it up and attach the outer wall unit 1 to the bottom of it.
Stop lifting at a position that leaves an assembly space for one stage of exterior wall units, then assemble the next exterior wall unit in the assembly space for one stage of exterior wall units and add it to the upper exterior wall unit that was lifted earlier.After that, exterior wall unit 1 is assembled. A construction characterized in that the exterior wall units are lifted and stopped leaving a step, and thereafter the same operations are repeated one after another to place the exterior wall units up to the top of the building structure, and each exterior wall unit is fixed to the building structure. How to attach things to the outside wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15063889A JPH0317334A (en) | 1989-06-15 | 1989-06-15 | Installing external wall to building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15063889A JPH0317334A (en) | 1989-06-15 | 1989-06-15 | Installing external wall to building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0317334A true JPH0317334A (en) | 1991-01-25 |
Family
ID=15501223
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15063889A Pending JPH0317334A (en) | 1989-06-15 | 1989-06-15 | Installing external wall to building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0317334A (en) |
-
1989
- 1989-06-15 JP JP15063889A patent/JPH0317334A/en active Pending
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