JPH0321748A - Outer wall mounting method for building - Google Patents

Outer wall mounting method for building

Info

Publication number
JPH0321748A
JPH0321748A JP15445989A JP15445989A JPH0321748A JP H0321748 A JPH0321748 A JP H0321748A JP 15445989 A JP15445989 A JP 15445989A JP 15445989 A JP15445989 A JP 15445989A JP H0321748 A JPH0321748 A JP H0321748A
Authority
JP
Japan
Prior art keywords
wall unit
building structure
exterior wall
wall
building
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
JP15445989A
Other languages
Japanese (ja)
Other versions
JP2718188B2 (en
Inventor
Yoshiaki Takao
高尾 善卿
Hisafumi Kagawa
香川 尚史
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.)
IHI Corp
Original Assignee
Ishikawajima Harima Heavy Industries 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 Ishikawajima Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP15445989A priority Critical patent/JP2718188B2/en
Publication of JPH0321748A publication Critical patent/JPH0321748A/en
Application granted granted Critical
Publication of JP2718188B2 publication Critical patent/JP2718188B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To enable works to be processed safely by assembling a cylindrical outer wall unit on the ground so as to hoist it up to the uppermost section of a building structure, thereby mounting the outer wall onto each floor from the uppermost section to the lowermost section in order. CONSTITUTION:An outer wall unit 10 is formed in such a way that outer wall members for four side surfaces are formed into a rectangular cylindrical one in a head band form so that it can be hoisted up along the outside of a building structure 1. Then, the outer wall unit 10 is hoisted up to the uppermost section of the building structure 1 with a derrick 5 drivingly wound up, which is set up at the top of the building structure 1. Successively, the outer wall unit 10 positioned at the uppermost section is bolted together with a steel truss pole 2. Then, the second outer wall unit 10 is hoisted up so that it is spliced onto the first outer wall unit 10 so as to be fixed. Therefore, the outer wall unit 10 can be mounted in order so that the term of works can be shortened.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は立体駐車場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 [Industrial Field of Application] The present invention relates to a method for attaching an exterior wall to a building such as a multi-story parking garage.

[従来の技術] 立体駐車場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 multi-story parking lot, it is necessary to
A large work scaffold with a height corresponding to the height of the building structure is erected, and the panel-shaped exterior wall materials that are lifted by a large crane etc. are placed one by one on the building structure using the above work scaffold. Conventionally, it has been common practice to paste from the bottom to the top.

[発明が解決しようとする課題] 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、撤去に多大な時間を要す
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、 0 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、 価 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。
[Problem to be solved by the invention] However, in the case of the above conventional method of exterior wall construction, (D) it is necessary to erect a large and tall scaffold around the building structure; , It takes a lot of time to erect and remove the scaffolding, and construction may be difficult if the space between the scaffolding and the adjacent property is narrow. Since one sheet is pasted on, the work efficiency is low and requires a lot of manpower, which takes a long time and is expensive.The work is done in an expensive location, which poses safety issues and is easily affected by wind. There were problems such as being dangerous.

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屋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、工期を短縮でき、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 building structures with narrow spaces between adjacent properties, shortens the construction period, and provides excellent safety. The purpose is to provide a method for attaching the exterior wall of a building.

[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
り囲むように配した複数個の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隘構造体に沿わせて最上
部まで吊り上げて建屋構造体に固定し、次に、地上部に
て次の外壁ユニットを組み立てて同様に吊り上げた後、
先に吊り上げて建屋構造体に固定してある上段の外壁ユ
ニットに継ぎ足すと共に建屋構造体に固定し、以後同様
な作業を繰り返して上記建屋構造体に最上部から順に辰
下部まで外壁ユニットを取り付けて外壁取り付けを行う
ことを特徴とする建築物の外壁取付方法である。
[Means for Solving the Problems] In order to solve the above problems, the present invention provides a cylindrical external wall unit having a required height by integrating a plurality of external wall materials arranged so as to surround a building structure. is assembled above ground, then the outer wall unit is lifted up to the top along the building structure and fixed to the building structure, and then the next outer wall unit is assembled above ground and lifted in the same way. After
Add it to the upper exterior wall unit that was previously lifted and fixed to the building structure, and then fix it to the building structure, and then repeat the same process to attach the exterior wall units to the building structure from the top to the bottom of the dragonfly. This is a method for attaching an exterior wall to a building, which is characterized in that the exterior wall is attached to the exterior wall.

[作  用] 地上部で筒形に組み立てた外壁ユニットを順次吊り上げ
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 up one after another and added to the wall, there is no need for high-altitude work using large, tall scaffolding, and the work is easy and safe. 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5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
構造の建屋構造体1に外壁材を取り付けるために、該建
屋構造体1を取り囲めるように各側面に配した外壁材を
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10を、1段ずつ建屋構造体1に沿わせて吊り上げて
継ぎ足して行くものである。
Figures 1 to 5 show the work procedure according to an embodiment of the method for attaching an exterior wall to a building according to the present invention.Basically, the present invention consists of four iron pillars arranged at four locations on the front, back, left, and right. In order to attach external wall materials to a steel frame building structure 1 consisting of structural members 3 such as beams and trusses connecting each of the steel columns 2, an outer wall arranged on each side so as to surround the building structure 1. The outer wall unit 10, which is made of integral materials and assembled on the ground in the shape of a headband, is lifted and added step by step along the building structure 1.

具体的に説明すると、先ず、外壁ユニット10を取り付
番フる作業に先立って、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{鉄骨最上階}に仮設ステージ4を設けて、該仮設
ステージ4上に揚重機(ウインチ〉5を設置し、且つ4
本の鉄柱2の頂端部に滑車6をそれぞれ取り付け、上記
揚重機5から繰り出した吊り上げワイヤ7を上記各滑車
6に掛けて地上部8まで巻き降し、その下端を建屋構造
体1の四隅に位置させておく。又、地上部8には、建屋
構造体1の周辺部を取り囲む如き形状とした台座9を用
意し、該台座9の四隅に上記各吊り上げワイヤ7の下端
を係止し、上記揚重機5を駆動して吊り上げワイヤ7を
巻き上げ下げすることにより台座9が建屋構造体1に沿
って吊り上げ下げさせられるようにしておく。かかる作
業が終ると、本発明の方法により外壁ユニット10の取
り付けを行う。
To explain specifically, first, prior to the work of attaching the outer wall unit 10, the following work is performed. That is, as shown in FIG. 1, a building structure 1 is erected, a temporary stage 4 is installed on the top (top floor of the steel frame), and a lifting machine (winch) 5 is installed on the temporary stage 4.
A pulley 6 is attached to the top end of each of the steel columns 2, and a lifting wire 7 fed out from the lifting machine 5 is hung on each pulley 6 and lowered to the ground level 8, and its lower end is attached to the four corners of the building structure 1. Leave it in place. In addition, a pedestal 9 shaped to surround the periphery of the building structure 1 is provided on the ground part 8, and the lower ends of each of the lifting wires 7 are secured to the four corners of the pedestal 9, so that the lifting machine 5 can be mounted. By driving and winding up and lowering the lifting wire 7, the pedestal 9 is made to be lifted up and lowered along the building structure 1. After completing this work, the outer wall unit 10 is installed using the method of the present invention.

先ず、上記台座9上に外壁材を搬入して仮り置きし、こ
こで建屋構造体1を取り囲むように各側面に配した各外
壁材を一体にして外壁ユニット10を組み立てる。該外
壁ユニット10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
に構成するもので、第7図乃至第9図に詳細を示す如く
、矩形の特殊塗装鋼板製としてある外壁材11の内側面
に胴縁12を上下方向に複数段に亘り取り付けると共に
、各胴縁12の端部を上下方向に配した補強材13によ
り連結して建屋構造体1の各面に対応した大きざの外壁
ブロック14をvlIrFCシ、更にこれら外壁ブロッ
ク14を直角に組み合わせると共に、各コーナ一部の外
側にコーナー板15を取り付け、全体的に角筒形状に組
み立てるものである。なお、上記外壁ブロック14は、
予め工場にて製作しておいてもよい。
First, exterior wall materials are carried in and temporarily placed on the pedestal 9, and then the exterior wall units 10 are assembled by integrating the exterior wall materials placed on each side so as to surround the building structure 1. In order to allow the exterior wall unit 10 to be lifted along the outside of the building structure 1, the exterior wall materials on the four sides are configured in a headband shape so that it has a rectangular cylindrical shape that conforms to the horizontal cross-sectional shape of the building structure 1. As shown in detail in FIGS. 7 to 9, the rims 12 are attached to the inner surface of the outer wall material 11 made of a rectangular specially coated steel plate in multiple stages in the vertical direction, and each rim 12 is The outer wall blocks 14 of a size corresponding to each side of the building structure 1 are connected by reinforcing members 13 disposed vertically, and these outer wall blocks 14 are combined at right angles, and each corner is A corner plate 15 is attached to the outside of the section, and the entire structure is assembled into a rectangular tube shape. Note that the outer wall block 14 is
It may be manufactured in advance at a factory.

又、上記のようにして組み立てた外壁ユニツ1へ10に
は、各コーナ一部の内側に、建屋構造体1の鉄柱2をガ
イドとして外壁ユニット10が安定して吊り上げられる
ように横揺れ防止キャスター16を@脱自在に取り付け
た状態としておく。
In addition, the exterior wall units 1 to 10 assembled as described above are equipped with anti-swing casters on the inside of a part of each corner so that the exterior wall units 10 can be stably lifted using the steel columns 2 of the building structure 1 as guides. 16 is detachably attached.

上述の如くして台座9上で外壁ユニット10が組み立て
られると、次に、第2図に示す如く、建屋構造体1の頂
部に設置してある揚重機5を巻上げ駆動させて各吊り上
げワイヤ7を同時に巻き取り台座9を吊り上げることに
より外壁ユニット10を建屋構造体1の最上部まで吊り
上げる。この際、外壁ユニット10は、各コーナ一部の
内側に鉄柱2をガイドとする横揺れ防止キャスター16
が取り付けてあるため、横揺れを起すことなく安定した
状態で吊り上げられる。建屋構造体1の最上部に位置さ
せた外壁ユニット10は、第9図の二点鎖線で示す如く
、適宜な取付部材17を用いて胴縁12を鉄柱2等にボ
ルト締めすることにより固定する。この際、横揺れ防止
キャスター16は取り外すようにする。しかる後、揚重
機5を巻き下げ駆動させて各吊り上げワイヤ7を巻き出
すことにより台座9を建屋構造体1の最下部、すなわら
、地上部8まで吊り降づ。
When the outer wall unit 10 is assembled on the pedestal 9 as described above, next, as shown in FIG. At the same time, the outer wall unit 10 is lifted up to the top of the building structure 1 by winding up the pedestal 9 and lifting it up. At this time, the outer wall unit 10 is equipped with anti-sway casters 16 that are guided by the iron pillars 2 inside a part of each corner.
is attached, so it can be lifted in a stable condition without causing sideways movement. The outer wall unit 10 located at the top of the building structure 1 is fixed by bolting the rim 12 to the steel column 2 etc. using an appropriate mounting member 17, as shown by the two-dot chain line in FIG. . At this time, the anti-rolling casters 16 should be removed. Thereafter, the lifting machine 5 is driven to lower and unwind each lifting wire 7, thereby lowering the pedestal 9 to the lowest part of the building structure 1, that is, the above-ground part 8.

台座9が地上部8まで吊り降ざれると、続いて、該台座
9上に外壁材11を搬入し、上述したのと同様な要領で
次のく2段目の〉外壁ユニット10を組み立てると共に
、該外壁ユニット10の各コーナ一部の内側所定位置に
、1段目の外壁ユニット10から取り外しておいた横揺
れ防止キャスター16を取り付け、かかる状態で、第3
図に示す如く、揚重機5を巻上げ駆動させて吊り上げワ
イヤ7を巻き取ることにより台座9上の2段目の外壁ユ
ニット10を、既に建屋構造体1の最上部に固定してあ
る1段目の外壁ユニット10の下部位置まで吊り上げ、
2段目の外壁ユニット10を1段目の外壁ユニット10
に接合して継ぎ足すと共に建屋構造体1に固定する。こ
の場合、第10図に示す如く、2段目の外壁ユニット1
0における各コーナー板15の上端には内側への継手重
ね部15aを形成しておき、この継手重ね部15aを上
段に位置する外壁ユニット10のコーナー板15の下端
部の内側へもぐり込ませると同時に、下段の外壁材11
の上端部も上段の外壁材11の内側l\もぐり込ませ、
重ね代をとった状態で接合する。なお、上記外壁材11
が、サンドイッチパネルの如き部材である場合には、上
記したような重ね継手に代えて、上下の外壁材11間に
、たとえば、可撓性目地材(ガスケット)を介在扶持さ
せ、更に内側からコーキングして横目地の処理を行うよ
うにする。
When the pedestal 9 is lowered to the ground level 8, the exterior wall material 11 is then carried onto the pedestal 9, and the next second stage exterior wall unit 10 is assembled in the same manner as described above. , Attach the anti-rolling casters 16 that had been removed from the first-stage outer wall unit 10 to a predetermined position inside a part of each corner of the outer wall unit 10, and in this state, the third
As shown in the figure, by hoisting the lifting machine 5 and winding up the lifting wire 7, the second-stage exterior wall unit 10 on the pedestal 9 is fixed to the first stage that has already been fixed to the top of the building structure 1. Lift it up to the lower position of the outer wall unit 10,
The second-stage exterior wall unit 10 is replaced with the first-stage exterior wall unit 10.
It is joined to the building structure 1 and fixed to the building structure 1. In this case, as shown in FIG.
An inward joint overlapped portion 15a is formed at the upper end of each corner plate 15 at 0, and when this joint overlapped portion 15a is inserted into the inside of the lower end of the corner plate 15 of the outer wall unit 10 located at the upper stage. At the same time, the lower exterior wall material 11
Insert the upper end of the upper outer wall material 11 into the inside of the upper outer wall material 11,
Join with overlap. In addition, the above-mentioned outer wall material 11
However, in the case of a member such as a sandwich panel, instead of the above-mentioned lap joints, for example, a flexible joint material (gasket) is interposed and supported between the upper and lower outer wall materials 11, and caulking is applied from the inside. Then, process the horizontal joints.

1段目の外壁ユニット10に2段目の外壁ユニット10
を継ぎ足して固定した後は、上述した手順と同様な作業
手順で順次外壁ユニット10を1段ずつ吊り上げて継ぎ
足しを行うことにより、第4図に示す如く所定段(図で
は11段〉の外壁ユニット10を1構造体1の周囲に取
り付け、最下部に最終段の外壁ユニツ1・粗立スペース
を形成した状態とする。この状態で、揚重機5や滑車6
、台座9等を撤去した後、第5図に示す如く、最下部の
外壁ユニット組立スペースに、出入口等の必要な開口1
8を備えた外壁ユニット10を組み立てて固定し、しか
る後、屋根工事や笠木の取り付けを行うことにより外壁
工事を完了する。
The second stage external wall unit 10 is attached to the first stage external wall unit 10.
After adding and fixing, the outer wall units 10 are successively lifted and added one step at a time in the same work procedure as described above, so that the outer wall units 10 are assembled at a predetermined step (11 steps in the figure) as shown in FIG. 10 is attached around the structure 1, and the final stage of the outer wall unit 1 and rough standing space are formed at the bottom.In this state, the lifting machine 5 and the pulley 6
, after removing the pedestal 9, etc., as shown in Figure 5, make necessary openings 1 such as entrances and exits in the outer wall unit assembly space at the bottom.
The outer wall unit 10 provided with 8 is assembled and fixed, and then the outer wall work is completed by performing roof work and installing a cap.

上述した作業手順は第6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10を順次上方へ吊り上げて継ぎ
足して行くようにするので、従来の如き建屋構造体の高
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ような建屋構造
体に対しても施工できる。又、外壁となる外壁ユニット
10は角筒形にしてあって建屋構造体1の四方の面に同
時に張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、工明の短縮化を図ることができる。更に
外壁ユニット10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ざれるため、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 outer wall units 10 assembled in a headband shape at the above-ground part 8 are successively lifted upward and added to the building structure, so that a large scaffold corresponding to the height of the conventional building structure can be used. External wall construction can be carried out without the use of walls, and construction can also be carried out on building structures where the space between adjacent properties is narrow. In addition, the outer wall unit 10, 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 reducing construction time. can be achieved. Furthermore, since the outer wall unit 10 has a rectangular tube shape, it can be stably arranged around the building structure 1, so it is less susceptible to wind effects during lifting, and is excellent in terms of safety.

なお、上記実施例では、台座9を用いて外壁ユニット1
0を吊り上げる場合を示したが、台座9を用いずに、外
壁ユニット10の各コーナ一部上端に吊り上げ金具を介
して吊り上げワイヤ7を係止させ、下段の外壁ユニット
10を上段の外壁ユニツ1〜10に継ぎ足した後、吊り
上げワイヤ7をかけ換えて行くようにしてもよいこと、
又、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10も角筒形とした場合を示したが、
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10を円筒形にすればよいこと、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 addition, in the above embodiment, the outer wall unit 1 is mounted using the pedestal 9.
0 has been shown, but instead of using the pedestal 9, the lifting wire 7 is fixed to the upper end of each corner of the outer wall unit 10 via a lifting fitting, and the lower outer wall unit 10 is lifted up to the upper outer wall unit 1. ~ 10, and then the lifting wire 7 may be replaced;
Furthermore, in the embodiment, a case is shown in which the outer wall unit 10 is also made into a rectangular tube shape in order to correspond to the rectangular tube-shaped building structure 1.
For example, if the building structure 1 is cylindrical, the outer wall unit 10 may be made cylindrical, and various other changes may be made without departing from the gist of the present invention. be.

[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、1段ずつ上方へ吊り上げて順次継
ぎ足すと共に建屋構造体に固定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 a building exterior wall 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 lifted up one stage at a time. Since the parts are added one after another and fixed to the building structure, 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 erect large, tall scaffolding 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ツ1
・を1つ1つ吊り上げて取り付け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) External wall unit 1 assembled in a cylindrical shape above ground
・Because the parts are lifted and installed one by one, construction is easy and the construction period can be shortened.

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

、第1図乃至第5図は本発明の建築物の外壁取付方法の
一実施例を示す作業手順の概要図、第6図は本発明の方
法のフローチャート、第7図は外壁ユニットの構造を示
す側面図、第8図は第7図の平面図、第9図は第8図の
IX部拡大図、第10図は外壁ユニットの継ぎ足し部の
構造を示す斜視図である。 1・・・建隘構造体、5・・・揚重機、7・・・吊り上
げワイヤ、8・・・地上部、9・・・台座、10・・・
外壁ユニット、11・・・外壁材。
, FIGS. 1 to 5 are schematic diagrams of work procedures showing an example of the method for attaching an exterior wall to a building according to the present invention, FIG. 6 is a flowchart of the method according to the present invention, and FIG. 7 is a diagram showing the structure of an exterior wall unit. 8 is a plan view of FIG. 7, FIG. 9 is an enlarged view of section IX in FIG. 8, and FIG. 10 is a perspective view showing the structure of a supplementary part of the outer wall unit. DESCRIPTION OF SYMBOLS 1... Building structure, 5... Lifting machine, 7... Lifting wire, 8... Ground part, 9... Pedestal, 10...
Exterior wall unit, 11...exterior wall material.

Claims (1)

【特許請求の範囲】[Claims] (1)建屋構造体を取り囲むように配した複数個の外壁
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
構造体に沿わせて最上部まで吊り上げて建屋構造体に固
定し、次に、地上部にて次の外壁ユニットを組み立てて
同様に吊り上げた後、先に吊り上げて建屋構造体に固定
してある上段の外壁ユニットに継ぎ足すと共に建屋構造
体に固定し、以後同様な作業を繰り返して上記建屋構造
体に最上部から順に最下部まで外壁ユニットを取り付け
て外壁取り付けを行うことを特徴とする建築物の外壁取
付方法。
(1) A cylindrical exterior wall unit with the required height is assembled above ground by integrating multiple exterior wall materials arranged to surround the building structure, and then the exterior wall unit is placed along the building structure. Then, after assembling the next exterior wall unit above ground and lifting it in the same way, the upper exterior wall unit that was lifted first and secured to the building structure A method for attaching an exterior wall to a building, characterized in that the exterior wall unit is attached to the building structure and fixed to the building structure, and thereafter the same work is repeated to attach the exterior wall unit to the building structure from the top to the bottom in order. .
JP15445989A 1989-06-19 1989-06-19 Building exterior wall mounting method Expired - Fee Related JP2718188B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15445989A JP2718188B2 (en) 1989-06-19 1989-06-19 Building exterior wall mounting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15445989A JP2718188B2 (en) 1989-06-19 1989-06-19 Building exterior wall mounting method

Publications (2)

Publication Number Publication Date
JPH0321748A true JPH0321748A (en) 1991-01-30
JP2718188B2 JP2718188B2 (en) 1998-02-25

Family

ID=15584699

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15445989A Expired - Fee Related JP2718188B2 (en) 1989-06-19 1989-06-19 Building exterior wall mounting method

Country Status (1)

Country Link
JP (1) JP2718188B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112832521A (en) * 2020-12-31 2021-05-25 浙江天印建筑设计有限公司 Construction method of wall body outer vertical face decoration structure
CN112942581A (en) * 2021-01-27 2021-06-11 关国荣 Large-span ultrahigh single-layer cylindrical building steel structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112832521A (en) * 2020-12-31 2021-05-25 浙江天印建筑设计有限公司 Construction method of wall body outer vertical face decoration structure
CN112942581A (en) * 2021-01-27 2021-06-11 关国荣 Large-span ultrahigh single-layer cylindrical building steel structure

Also Published As

Publication number Publication date
JP2718188B2 (en) 1998-02-25

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