JPH0447072A - Construction method for multistory building and its device - Google Patents
Construction method for multistory building and its deviceInfo
- Publication number
- JPH0447072A JPH0447072A JP15391790A JP15391790A JPH0447072A JP H0447072 A JPH0447072 A JP H0447072A JP 15391790 A JP15391790 A JP 15391790A JP 15391790 A JP15391790 A JP 15391790A JP H0447072 A JPH0447072 A JP H0447072A
- Authority
- JP
- Japan
- Prior art keywords
- construction
- platform
- opening
- rail
- along
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 description 7
- 238000003466 welding Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 239000004566 building material Substances 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 230000003213 activating effect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は高層ビル等の高層建築物の建設方法及びその装
置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 and apparatus for constructing high-rise buildings such as high-rise buildings.
一般に高層ビルを建設する場合、先ず地上に設置された
荷役装置により柱材やパネル等の建築用部材を必要場所
に持ち上げて組立し、所定の高さまで達すると、この荷
役装置をこの建築物の上に設置してから以降この荷役装
置により必要建築用部材を持ち上げて組立てて行くこと
が行われている。Generally, when constructing a high-rise building, first, a cargo handling device installed on the ground lifts and assembles building materials such as pillars and panels to the required location. After they are installed on top of the building, this cargo handling device is used to lift and assemble the necessary building materials.
しかし、この場合の組立作業は柱材の組立てるための溶
接やボルト締め作業、各階層毎の床形成のためのコンク
リート敷設作業、壁面形成のためのパネル取付は作業等
が必要であるが、これらの作業は露天で行われるため雨
天等の場合は作業を中止する必要があるため工期が遅延
することとなる。一方、作業域が高くなるにしたがって
危険作業になるという問題がある。However, the assembly work in this case requires welding and bolting work to assemble the pillars, concrete laying work to form the floor for each floor, work to attach panels to form the walls, etc. The work will be carried out in the open air, so in the event of rain, the work will have to be stopped and the construction period will be delayed. On the other hand, there is a problem that the higher the working area, the more dangerous the work becomes.
かかることから、溶接機等の各種作業機を配置するとと
もに屋根及び側壁で囲繞した構造物を建設中の建築物上
に配置し、この構造物内で建築用部材を組立て、これが
終了するとこの構遺物を上階へ移動させるという方法が
提案されている。For this reason, various working machines such as welding machines are placed, a structure surrounded by a roof and side walls is placed on top of the building under construction, building members are assembled within this structure, and once this is completed, this structure is A proposed method is to move the artifacts to the upper floors.
ところで前記したような構造物による建設方法において
は、構造物のせり上げ及び固定作業が面倒であるばかり
でなく、その作業時間も多くなり、かつ床のコンクリー
トが固化した後での作業となるため全体としての建設時
間が多くなるという問題がある。However, in the method of construction using structures as described above, the work of raising and fixing the structure is not only troublesome, but also takes a lot of time, and the work must be done after the concrete on the floor has hardened. There is a problem that the overall construction time increases.
〔課題を解決するための手段]
本発明は前記したような問題点を解決するためになされ
たものであって、(1)少なくとも3本の支柱に支持さ
れ、かつ下部に作業機を有するプラットフォームを前記
支柱に沿って上昇させて前記作業機により建築用部材を
順次組立てて行くことにより高層建築物を建設する方法
と、(2)中央部に開口を有するとともに該開口の縦方
向に移動可能な指部材を配置し、該指部材の縦方向に移
動可能で下部に作業機を有するトロリーを配置したプラ
ットフォームを少なくとも3本の支柱により上昇可能な
如く支持した高層建築物の建設装置を提供せんとするも
のである。[Means for Solving the Problems] The present invention has been made to solve the above-mentioned problems, and includes: (1) a platform supported by at least three pillars and having a working machine at the bottom; A method for constructing a high-rise building by assembling construction members one by one using the working machine by raising the building along the pillar, and (2) having an opening in the center and being movable in the vertical direction of the opening. To provide a construction device for a high-rise building, in which a platform, on which finger members are disposed, a trolley movable in the vertical direction of the finger members and a trolley having a working machine underneath is disposed, is supported so as to be able to rise by at least three pillars. That is.
複数本の支柱2にそって移動可能に支持されたプラット
ホーム1上に指部材5を移動可能に支持し、この指部材
5にロボット9や自動溶接機11等の各種の作業機を設
け、この作業機を利用して高層建造物を建造しているの
で、工場内において組立てるように安全で、効率的に組
立をすることができる。A finger member 5 is movably supported on a platform 1 that is movably supported along a plurality of supports 2, and various working machines such as a robot 9 and an automatic welding machine 11 are installed on this finger member 5. Since high-rise buildings are constructed using working machines, assembly can be done as safely and efficiently as in a factory.
以下、第1図及び第2図に基づき本発明による高層建築
物の建設方法及びその装置の実施例を説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for constructing a high-rise building and an apparatus therefor according to the present invention will be described below with reference to FIGS. 1 and 2.
第1図は建設装置の斜視図を示すものであって、この建
設装置はプラットフォーム1と、このプラットフォーム
1を支持する支柱2とより構成されている。詳述すれば
、プラットフォーム1の中央部には開口3が設けられ、
この間口3に沿って縦方向のレール4が敷設され、この
レール4上を指部材5が矢印X−X方向に移動可能なよ
うに配置されている。そしてこの指部材5上にはレール
6に沿って縦方向の矢印Y−Y方向に移動可能なトロリ
ー7が配置され、このトロリー7にはアーム8を有する
配材用のロボット9やトーチ10を有する自動溶接機1
1等の作業機が懸吊されている。FIG. 1 shows a perspective view of a construction device, and this construction device is composed of a platform 1 and a column 2 that supports this platform 1. As shown in FIG. Specifically, an opening 3 is provided in the center of the platform 1,
A vertical rail 4 is laid along this frontage 3, and a finger member 5 is arranged so as to be movable on this rail 4 in the direction of arrow XX. A trolley 7 is disposed on the finger member 5 and is movable along a rail 6 in the vertical arrow Y-Y direction, and a material distribution robot 9 having an arm 8 and a torch 10 are mounted on the trolley 7. Automatic welding machine with 1
A first-class working machine is suspended.
更に開口3囲縁にはレール12が敷設されており、この
レール12上を配材装置としての天井クレーン13が走
行可能なように配置されている。Further, a rail 12 is laid around the edge of the opening 3, and an overhead crane 13 serving as a material distribution device is arranged so as to be able to run on the rail 12.
14はコントロールルームである。14 is a control room.
このように構成されたプラットフォーム1は4隅を貫通
する支柱2により支持されている。The platform 1 configured in this manner is supported by pillars 2 passing through the four corners.
そして昇降装置15により少なくとも上方へ移動可能な
ようになっている。昇降装置15としては例えば公知の
掘削リグ装置等に使用されているラックアンドビニオン
方式やピン及びシリンダ方式、若しくはテーパージヤツ
キ方式などが用いられる。なお、この支柱2は少なくと
も3本以上であればよい。The lifting device 15 allows the lifting device to be moved at least upwardly. As the lifting device 15, for example, a rack and binion system, a pin and cylinder system, a taper jack system, etc., which are used in known drilling rig equipment, etc. are used. Note that the number of the pillars 2 may be at least three or more.
かかる構成の建設装置により先ず高層建築物の建設場所
において図示しない基礎が設けられ、その基礎の四隅に
支柱2が植立され、この支柱2にプラントフオーム1を
支持させる。そしてあらかじめ工場でブロック化された
柱材16や壁パネル17が運ばれ、柱材16が基礎上に
配置され、各柱材16が自動溶接機11や図示しないボ
ルト締結機によるボルト締め等に一体化される。そして
壁パネル17や図示しない床パネル等が所定位置に取付
けられるとともに床パネル上には必要に応じてコンクリ
ートが打設される。With the construction apparatus having such a configuration, a foundation (not shown) is first provided at the construction site of a high-rise building, and pillars 2 are erected at the four corners of the foundation, and the plant form 1 is supported by the pillars 2. Then, the pillar materials 16 and wall panels 17 that have been made into blocks in advance at the factory are transported, the pillar materials 16 are placed on the foundation, and each pillar material 16 is bolted together using an automatic welding machine 11 or a bolt fastening machine (not shown). be converted into Then, the wall panel 17, a floor panel (not shown), etc. are attached to predetermined positions, and concrete is poured onto the floor panel as necessary.
このようにして所定の階層が建設されると昇降装置15
を作動させてプラントフオーム1を上昇させた後、前記
したように次の階層を建設して行くのである。When a predetermined floor is constructed in this way, the lifting device 15
After activating and raising Plant Form 1, the next floor is constructed as described above.
勿論各階層の建設が進むと支柱2上にはクレーン18が
取付けられるとともに、支柱2自体も必要に応じて上方
への延設が計られる。Of course, as the construction of each floor progresses, the crane 18 will be attached to the support column 2, and the support column 2 itself will be extended upward as necessary.
このようにして高層建築物の建設が終了すると、プラッ
トフォーム1から指部材5が取除かれた後、昇降装置1
5によりプラットフォーム1を下降させて来ることとな
るが、その途中において支柱2は所定の位置で切断解体
されるのである。When the construction of the high-rise building is completed in this way, the finger members 5 are removed from the platform 1, and then the lifting device 1
5, the platform 1 is lowered, and during the lowering, the support column 2 is cut and dismantled at a predetermined position.
第2図は、他の実施例を示すものであって、第1図に示
す支柱2に代えて建築物の四隅に配置される柱19をプ
ラットフォーム1の支柱として利用するものである。か
かる場合高層建築物の建設完了後はプラントフオームl
は高層部において解体されるか又は必要に応じて最上階
の一部として柱19に固着され利用されてもよい。FIG. 2 shows another embodiment, in which columns 19 placed at the four corners of the building are used as supports for the platform 1 instead of the columns 2 shown in FIG. In such cases, after the construction of the high-rise building is completed, the plant form l
may be dismantled in the upper floors, or may be fixed to the pillars 19 and used as part of the top floor, if necessary.
なお、実際の建設に当っては第1図及び第2図に何れも
点線で示すようにプラットフォーム1上には屋根20が
張設され、高層建築物の建設が風雨等の影響を受けない
ように配慮される。During the actual construction, a roof 20 will be placed over the platform 1, as shown by the dotted lines in both Figures 1 and 2, to prevent the construction of the high-rise building from being affected by wind and rain. consideration will be given to
以上の説明から明らかなように、本発明による高層建築
物の建設方法及びその装置によれば、支柱に沿って上昇
するプラントフオームに作業機を配設し、この作業機を
縦横に移動可能にして、この作業機を用いて建築用部材
を組立てるようにしたため高層建築物の建設を自動化か
つ無人化を容易に行なうことができるばかりでなく、そ
のプラットフォームの移動も極めて迅速かつ容易で建設
工期を大幅に短縮することができるという効果がある。As is clear from the above description, according to the method and device for constructing a high-rise building according to the present invention, a working machine is disposed on a plant form that rises along a support column, and the working machine is movable vertically and horizontally. By using this work machine to assemble construction components, not only can construction of high-rise buildings be easily automated and unmanned, but the platform can also be moved extremely quickly and easily, shortening the construction period. This has the effect of significantly shortening the time.
図は本発明による高層建築物の建設方法を実施するため
の装置の実施例であり、第1図は斜視図、第2図は第2
の実施例の斜視図である。
1・・・プラントフオーム 2・・・支柱3・・・開口
4,6.12・・・レール5・・・指部
材 7・・・トロリー8・・・アーム
9・・・ロボット10・・・トーチ
11・・・自動溶接機13・・・天井クレーン
14・・・コントロールルームThe figures show an embodiment of an apparatus for carrying out the method of constructing a high-rise building according to the present invention, in which Fig. 1 is a perspective view and Fig. 2 is a perspective view.
FIG. 1... Plant form 2... Support 3... Opening 4,6.12... Rail 5... Finger member 7... Trolley 8... Arm
9...Robot 10...Torch
11... Automatic welding machine 13... Ceiling crane 14... Control room
Claims (1)
機を有するプラットフォームを前記支柱に沿って上昇さ
せて前記作業機により建築用部材を順次組立てて行くこ
とを特徴とする高層建築物の建設方法。 2、中央部に開口を有するとともに、該開口の縦方向に
移動可能な桁部材を配置し、該桁部材の縦方向に移動可
能でかつ下部に作業機を有するトロリーを配置したプラ
ットフォームを少なくとも3本の支柱により上昇可能な
如く支持したことを特徴とする高層建築物の建設装置。[Claims] 1. A platform supported by at least three pillars and having a working machine at the bottom thereof is raised along the pillars, and construction members are sequentially assembled by the working machine. How to construct high-rise buildings. 2. At least three platforms having an opening in the center, a girder member movable in the vertical direction of the opening, and a trolley movable in the longitudinal direction of the girder member and having a working machine at the bottom thereof. A construction device for a high-rise building, characterized in that it is supported so as to be able to rise using book supports.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15391790A JPH0447072A (en) | 1990-06-14 | 1990-06-14 | Construction method for multistory building and its device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15391790A JPH0447072A (en) | 1990-06-14 | 1990-06-14 | Construction method for multistory building and its device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0447072A true JPH0447072A (en) | 1992-02-17 |
Family
ID=15572924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15391790A Pending JPH0447072A (en) | 1990-06-14 | 1990-06-14 | Construction method for multistory building and its device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0447072A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100863592B1 (en) * | 2007-08-14 | 2008-10-14 | (주)씨.에스 구조 엔지니어링 | Automated Construction System and Automated Construction Method Using the Same |
| US11193287B2 (en) * | 2016-09-23 | 2021-12-07 | Sh Technologies Pte Ltd | Construction system and method |
-
1990
- 1990-06-14 JP JP15391790A patent/JPH0447072A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100863592B1 (en) * | 2007-08-14 | 2008-10-14 | (주)씨.에스 구조 엔지니어링 | Automated Construction System and Automated Construction Method Using the Same |
| US11193287B2 (en) * | 2016-09-23 | 2021-12-07 | Sh Technologies Pte Ltd | Construction system and method |
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