JPH0317356A - Construction of multi-story building - Google Patents

Construction of multi-story building

Info

Publication number
JPH0317356A
JPH0317356A JP1151087A JP15108789A JPH0317356A JP H0317356 A JPH0317356 A JP H0317356A JP 1151087 A JP1151087 A JP 1151087A JP 15108789 A JP15108789 A JP 15108789A JP H0317356 A JPH0317356 A JP H0317356A
Authority
JP
Japan
Prior art keywords
frame
building
assemblying
temporary structure
assembled
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
JP1151087A
Other languages
Japanese (ja)
Other versions
JPH0768774B2 (en
Inventor
Shoji Imazu
今津 昭次
Takao Arai
孝夫 新井
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen Corp
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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP1151087A priority Critical patent/JPH0768774B2/en
Publication of JPH0317356A publication Critical patent/JPH0317356A/en
Publication of JPH0768774B2 publication Critical patent/JPH0768774B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/242Safety or protective measures preventing damage to building parts or finishing work during construction for temporarily covering the whole worksite, e.g. building, trench

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)

Abstract

PURPOSE:To increase assemblying accuracy, by supporting a temporary structure covered with plates at the uppermost part of a structure under construction and by assemblying steel frames, facing members and other materials by means of an overhead crane and assemblying robots arranged in the temporary structure. CONSTITUTION:A temporary structure 1 is constituted by an operation frame 5 made of side frames 2 formed larger than a building A and an upper frame 3. Next, after lower blocks 5A of the side frames 2 are assembled on bases 22 installed around a building foundation C, middle blocks 5B and upper blocks 5C are assembled and an overhead crane and assemblying robots are arranged. Next, one story is assembled on the foundation C by steel frames, flooring members and facing members and the frame 5 is raised by a lifter. The same operations are repeated to assemble higher and higher the building A. In this way, assemblying works are executed within the frame 5 and hence, assemblying accuracy can be increased.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、高層建築物例えば高層ビルディングの建設方
法に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method of constructing high-rise buildings, such as high-rise buildings.

従来の技術 従来、高層ビルディングを建設する場合、タワークレー
ンにより鉄骨、外装材などを順次上方に運び上げて、熟
練した作業員により組み立てが行われていた。
Conventional Technology In the past, when constructing a high-rise building, the steel frame, exterior materials, etc. were carried upward one by one using a tower crane, and assembled by skilled workers.

発明が解決しようとする課題 ところで、上記の建設方法によると、人手により組み立
てが行われているため、風雨が強い日などは作業を行う
ことができず、工期に影響を及ぼすという問題があった
。また、たとえ作業を行うことができたとしても、危険
が伴うという問題があった。
Problems to be Solved by the Invention However, according to the above construction method, there was a problem in that because the assembly was done manually, the work could not be done on days with strong winds and rain, which affected the construction period. . Furthermore, even if the work could be carried out, there was a problem in that it was dangerous.

そこで、本発明は上記課題を解消し得る高層建築物の建
設方法を提供することを目的とする。
Therefore, an object of the present invention is to provide a method of constructing a high-rise building that can solve the above problems.

課題を解決するための手段 上記課題を解決するため、本発明の高層建築物の建設方
法は、高層建築物を下方から上方に向かって順次組み立
てる際に、建設途中の構造物の上端部に、少なくとも上
面および全側面が板体で覆われた仮設構造物を支持する
とともに、この仮設構造物内に配置された天井クレーン
および組立ロボットを使用して鉄骨、外装材などを組み
立てる方法である。
Means for Solving the Problems In order to solve the above problems, the method for constructing a high-rise building of the present invention is such that when assembling the high-rise building sequentially from the bottom to the top, the upper end of the structure that is being constructed is In this method, a temporary structure whose at least the top and all sides are covered with plates is supported, and steel frames, exterior materials, etc. are assembled using an overhead crane and an assembly robot placed inside the temporary structure.

作用 上記の建設方法によると、高層建築物の組立は板体で覆
われた仮設構造物内で行われるため、風雨による工期の
遅れおよび作業の危険性が無くなるとともに、天井走行
クレーンおよび作業用ロボットなどを使用するため、組
立精度の向上および工期の短縮化を図ることができる。
Effects According to the construction method described above, the assembly of high-rise buildings is carried out within a temporary structure covered with plates, which eliminates construction delays and work risks caused by wind and rain, and also eliminates overhead traveling cranes and work robots. By using the above, it is possible to improve assembly accuracy and shorten the construction period.

実施例 以下、本発明の一実施例を第1図〜第6図に基づき説明
する。
EXAMPLE Hereinafter, an example of the present invention will be explained based on FIGS. 1 to 6.

まず、第1図〜第4図に基づき、本建設方法に使用され
る仮設構造物について説明する。
First, the temporary structure used in this construction method will be explained based on FIGS. 1 to 4.

すなわち、この仮設構造物lは、建築物である高層ビル
ディング(以下、単にビルという)Aの外周面より所定
の幅だけ大きくされた側部枠体2と、この側部枠体2の
上面全体に亘って配置支持された上部枠体3と、これら
各枠体2,3の全外周面を覆う板体(例えば、薄い鋼鈑
)4とで構成される作業用枠体5およびこの作業用枠体
5をビルAに対して上昇させる上昇装置6とから構成さ
れている。なお、仮設構造物1から物が落下するのを防
止するために、側部枠体2の下面にも板体4が設けられ
ている。また、この上昇装置6は、第3図に示すように
、側部枠体2の下端部2aの周囲複数箇所で吊持された
上昇用シリンダー装置(例えば、油圧シリンダー)7と
、この上昇用シリンダー装置7のロッド7aの先端に支
持された支持部材8と、上記側部枠体2の下端部2aに
設けられて上部支持ビン9をビルすなわち建設途中の構
造物B側の挿入穴10内に出退させる上部ロック用シリ
ンダー装置11(例えば、油圧シリンダー)と、上記支
持部材8に設けられて下部支持ビン12を構造物B側の
挿入穴10内に出退させる下部ロック用シリンダー装置
13(例えば、油圧シリンダー)とから構成されている
。なお、第3図中、14は作業用枠体5側および支持部
材8側に設けられたガイドローラである。
That is, this temporary structure 1 consists of a side frame 2 that is larger than the outer peripheral surface of a high-rise building (hereinafter simply referred to as a building) A by a predetermined width, and the entire upper surface of this side frame 2. A working frame body 5 consisting of an upper frame body 3 arranged and supported over the frame bodies 2 and 3, and a plate body (for example, a thin steel plate) 4 that covers the entire outer peripheral surface of each of these frames 2 and 3; It is comprised of a lifting device 6 that raises the frame 5 relative to the building A. In addition, in order to prevent objects from falling from the temporary structure 1, a plate 4 is also provided on the lower surface of the side frame 2. Further, as shown in FIG. 3, this lifting device 6 includes a lifting cylinder device (for example, a hydraulic cylinder) 7 suspended at multiple locations around the lower end 2a of the side frame 2, and a lifting cylinder device 7 (for example, a hydraulic cylinder) for lifting. A support member 8 supported at the tip of a rod 7a of the cylinder device 7 and an upper support bin 9 provided at the lower end 2a of the side frame 2 are inserted into an insertion hole 10 on the side of a building, that is, a structure B under construction. an upper locking cylinder device 11 (for example, a hydraulic cylinder) that moves the lower support bin 12 into and out of the insertion hole 10 on the structure B side; (for example, a hydraulic cylinder). In addition, in FIG. 3, 14 is a guide roller provided on the working frame 5 side and the support member 8 side.

したがって、作業用枠体5を構造物Bに対して上昇させ
る場合、まず上部および下部支持ピン9,12が構造物
B側の挿入穴10内に挿入した状態で、まず上部支持ビ
ン9を引き抜き、次に上昇用シリンダー装置7のロッド
7aを伸ばし、作業用枠体5を構造物Bに対して上昇さ
せた後、上部支持ピン9を構造物B側の上方の挿入穴1
0内に挿入すればよい。そして、再び上昇を行わせる場
合、下部支持ビン12を挿入穴10から引き抜いた後、
上昇用シリンダー7のロッド7aを縮めて上方の挿入穴
10内に下部支持ビン12を挿入させ、再び上部支持ビ
ン9を引き抜き、上昇用シリンダー7のロッド7aを伸
ばせばよい。この手順を繰り返すことにより、作業用枠
体5すなわち仮設構造物1全体をビルAI)組み立てに
応じて上昇させることができる。
Therefore, when raising the working frame 5 relative to the structure B, first pull out the upper support bin 9 with the upper and lower support pins 9 and 12 inserted into the insertion holes 10 on the structure B side. Next, after extending the rod 7a of the lifting cylinder device 7 and raising the working frame 5 relative to the structure B, the upper support pin 9 is inserted into the upper insertion hole 1 on the structure B side.
Just insert it within 0. When raising again, after pulling out the lower support bin 12 from the insertion hole 10,
The rod 7a of the ascending cylinder 7 may be retracted to insert the lower support bin 12 into the upper insertion hole 10, the upper support bin 9 may be pulled out again, and the rod 7a of the ascending cylinder 7 may be extended. By repeating this procedure, the working frame 5, that is, the entire temporary structure 1 can be raised in accordance with the assembly of the building AI).

そして、さらに上記作業用枠体5の内部、すなわち上部
枠体3には、第2図に示すように天井走行クレーン15
が複数台配置され、また側部枠体2には、ビルAの周囲
に沿って走行自在にされた作業用ロボット16が複数台
配置されている。すなわち、この作業用ロボット16は
、第4図に示すように、側部枠体2の段差部2bに敷設
された上下一対の走行レール17に案内される走行車輪
18を有する走行台車19と、この走行台車19の上部
に設けられるとともに各種作業用のマニピュレータ20
を有するロボット本体21とから構成されている。
Further, inside the working frame 5, that is, the upper frame 3, an overhead traveling crane 15 is provided as shown in FIG.
A plurality of robots 16 are disposed on the side frame 2, and a plurality of working robots 16 are disposed on the side frame 2, and are movable along the periphery of the building A. That is, as shown in FIG. 4, this working robot 16 includes a running cart 19 having running wheels 18 guided by a pair of upper and lower running rails 17 laid on the stepped portion 2b of the side frame 2; A manipulator 20 is provided on the upper part of this traveling trolley 19 and is used for various operations.
The robot body 21 has a robot main body 21.

次に、ビルの建設方法について説明する。Next, the building construction method will be explained.

まず、第5図に示すように、ビルの基礎Cを作った後、
その周囲に架台22を設ける。次に、この架台22上に
作業用枠体5を支持させる。すなわち、架台22上に、
作業用枠体5がブロック化された側部枠体2の下方部で
ある下部ブロック体5Aをトラッククレーンなどを使用
して組み立てる。次に、同じくブロック化された側部枠
体2の上方部および上部枠体3の周囲部である中間部ブ
ロック体5Bをトラッククレーンなどを使用して組み立
て、さらに上部枠体3の中央部である上部ブロック体5
Cを同様に組み立てる。そして、これらの組立時または
組立後に、天井走行クレーン15および作業用ロボット
16を配置する。なお、作業用枠体5の適所例えば上部
枠体3の端部付近には、作業用枠体5を解体するための
解体用クレーンを分解した状態で搭載しておくとともに
、この解体用クレーンを地上に降ろすための小型クレー
ンも搭載しておく。次に、基礎C上に、天井走行クレー
ン工5および作業用ロボット16などを使用して鉄骨、
床材、外装材などを組み立てる。
First, as shown in Figure 5, after building the foundation C of the building,
A pedestal 22 is provided around it. Next, the working frame 5 is supported on this pedestal 22. That is, on the pedestal 22,
The lower block body 5A, which is the lower part of the side frame body 2 in which the working frame body 5 is made into blocks, is assembled using a truck crane or the like. Next, the intermediate block body 5B, which is the upper part of the side frame body 2 and the peripheral part of the upper frame body 3, which are also made into blocks, is assembled using a truck crane, and then the middle part of the upper frame body 3 is assembled. A certain upper block body 5
Assemble C in the same way. Then, during or after assembly, the overhead traveling crane 15 and the working robot 16 are arranged. Note that a demolition crane for dismantling the work frame 5 is mounted in a disassembled state at a suitable location of the work frame 5, for example near the end of the upper frame 3, and this demolition crane is mounted in a disassembled state. A small crane will also be installed to lower it to the ground. Next, a steel frame is constructed on the foundation C using an overhead traveling crane operator 5, a work robot 16, etc.
Assemble flooring, exterior materials, etc.

そして、所定高さの組み立て例えば1層分の組立が済む
と、上昇装置6を使用して作業用枠体5全体を上昇させ
て、再び上記と同様の作業を繰り返して、順次ビルAを
高く組み立てていく。なお、組立途中における資材の搬
入は組立途中の構造物B内に設けられたアクセスホール
を介して行われる。最上層部の組立が終了すると、第6
図に示すように、解体用クレーン23を作業用枠体5の
上面にて組み立て、この解体用クレーン23により上部
枠体3の上部ブロック体5Cを分解して地上に降ろす。
When the assembly to a predetermined height, for example one floor, is completed, the entire working frame 5 is raised using the lifting device 6, and the same work as above is repeated again to raise the building A one by one. Assemble it. Note that materials are carried in during the assembly process through an access hole provided in the structure B during the assembly process. After the assembly of the top layer is completed, the sixth
As shown in the figure, a demolition crane 23 is assembled on the upper surface of the working frame 5, and the upper block 5C of the upper frame 3 is disassembled and lowered to the ground by the demolition crane 23.

そして、さらにあらかじめ搭載されていた小型クレーン
(図示せず)により、一旦解体用クレーン23を分解し
てビルAの屋上に降ろした後、小型クレーンで中間部ブ
ロック体5Bおよび下部ブロック体5Aを地上に降ろし
、最後に小型クレーンを解体して既にビルAに設置され
たエレベータにより地上に降ろせばよい。なお、ビルA
の組立途中においては、第1図に示すように、仮設構造
物lをビルAllに支持させる支柱24が設けられ、ま
た仮設構造物1の解体時にも、第6図に示すように、解
体用補強材25が設けられる。
Then, the demolition crane 23 is disassembled and lowered onto the roof of building A using a small crane (not shown) installed in advance, and then the intermediate block body 5B and the lower block body 5A are lifted from the ground using a small crane. Finally, the small crane can be dismantled and lowered to the ground using the elevator already installed in Building A. Furthermore, Building A
During the assembly of the temporary structure 1, as shown in FIG. 1, support columns 24 are provided to support the temporary structure 1 to the building All, and when the temporary structure 1 is dismantled, as shown in FIG. A reinforcement 25 is provided.

このように、ビルAの組立作業は作業用枠体5の内部で
行われるため、風雨による工期の遅れおよび作業の危険
性が無くなるとともに、天井走行クレーン15および作
業用ロボット16などを使用しているため、組立精度の
向上および工期の短縮化を図ることができる。
In this way, the assembly work for building A is carried out inside the work frame 5, which eliminates construction delays and work risks caused by wind and rain, and also eliminates the need to use overhead traveling cranes 15, work robots 16, etc. Therefore, it is possible to improve assembly accuracy and shorten the construction period.

ところで、上記実施例においては、上昇装置としてシリ
ンダー装置を使用したが、例えばラック・ピニオン機構
などを使用してもよい。
By the way, in the above embodiment, a cylinder device is used as the lifting device, but for example, a rack and pinion mechanism may be used.

発明の効果 以上のように本発明の建設方法によると、高層建築物の
組立は板体で覆われた仮設構造物内で行われるため、風
雨による工期の遅れおよび作業の危険性が無くなるとと
もに、天井走行クレーンおよび作業用ロボットなどを使
用するため、組立精度の向上および工期の短縮化を図る
ことができる。
Effects of the Invention As described above, according to the construction method of the present invention, the assembly of a high-rise building is carried out within a temporary structure covered with plates, which eliminates construction delays and work risks caused by wind and rain, and Because it uses an overhead traveling crane and a work robot, it is possible to improve assembly accuracy and shorten the construction period.

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

図面は本発明の一実施例を示すもので、第1図は建設途
中の全体断面図、第2図は同平面図、第3図は上昇装置
の拡大側面図、第4図は作業用ロボットの拡大側面図、
第5図および第6図は建設方法を説明する側面図である
。 1・・・・仮設構造物、2・・・・側部枠体、3・・・
・上部枠体、4・・・・板体、5・・・・作業用枠体、
6・・・・上昇装置、7・・・・上昇用シリンダー装置
、11・・・・上部ロック用シリンダー装置、13・・
・・下部ロック用シリンダー装置、15・・・・天井走
行クレーン、16・・・・作業用ロボット。
The drawings show one embodiment of the present invention, and Fig. 1 is an overall sectional view during construction, Fig. 2 is a plan view of the same, Fig. 3 is an enlarged side view of the lifting device, and Fig. 4 is a working robot. Enlarged side view of
FIGS. 5 and 6 are side views illustrating the construction method. 1... Temporary structure, 2... Side frame, 3...
・Upper frame body, 4... plate body, 5... work frame body,
6... Climbing device, 7... Cylinder device for rising, 11... Cylinder device for upper lock, 13...
・・Cylinder device for lower lock, 15・・Overhead crane, 16・・Work robot.

Claims (1)

【特許請求の範囲】[Claims] 1、高層建築物を下方から上方に向かって順次組み立て
る際に、建設途中の構造物の上端部に、少なくとも上面
および全側面が板体で覆われた仮設構造物を支持すると
ともに、この仮設構造物内に配置された天井クレーンお
よび組立ロボットを使用して鉄骨、外装材などを組み立
てることを特徴とする高層建築物の建設方法。
1. When assembling a high-rise building sequentially from the bottom to the top, a temporary structure whose at least the top surface and all sides are covered with plates is supported at the top end of the structure that is currently under construction, and this temporary structure is A construction method for a high-rise building characterized by assembling steel frames, exterior materials, etc. using an overhead crane and an assembly robot placed inside the building.
JP1151087A 1989-06-14 1989-06-14 High-rise building construction method Expired - Fee Related JPH0768774B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1151087A JPH0768774B2 (en) 1989-06-14 1989-06-14 High-rise building construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1151087A JPH0768774B2 (en) 1989-06-14 1989-06-14 High-rise building construction method

Publications (2)

Publication Number Publication Date
JPH0317356A true JPH0317356A (en) 1991-01-25
JPH0768774B2 JPH0768774B2 (en) 1995-07-26

Family

ID=15511043

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1151087A Expired - Fee Related JPH0768774B2 (en) 1989-06-14 1989-06-14 High-rise building construction method

Country Status (1)

Country Link
JP (1) JPH0768774B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05263531A (en) * 1992-03-17 1993-10-12 Toda Constr Co Ltd Automatic construction method and lifting-up device of structure
JPH06146590A (en) * 1992-11-06 1994-05-27 Kajima Corp Construction method of multi-story building structure with temporary building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05263531A (en) * 1992-03-17 1993-10-12 Toda Constr Co Ltd Automatic construction method and lifting-up device of structure
JPH06146590A (en) * 1992-11-06 1994-05-27 Kajima Corp Construction method of multi-story building structure with temporary building

Also Published As

Publication number Publication date
JPH0768774B2 (en) 1995-07-26

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Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees