JPH05133016A - Peripheral supporting self-rising type building engineering method - Google Patents
Peripheral supporting self-rising type building engineering methodInfo
- Publication number
- JPH05133016A JPH05133016A JP3295811A JP29581191A JPH05133016A JP H05133016 A JPH05133016 A JP H05133016A JP 3295811 A JP3295811 A JP 3295811A JP 29581191 A JP29581191 A JP 29581191A JP H05133016 A JPH05133016 A JP H05133016A
- Authority
- JP
- Japan
- Prior art keywords
- construction
- building
- work
- automatic
- automatic assembly
- 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
Links
- 230000002093 peripheral effect Effects 0.000 title claims abstract description 11
- 238000012407 engineering method Methods 0.000 title 1
- 238000010276 construction Methods 0.000 claims abstract description 45
- 230000003028 elevating effect Effects 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 19
- 239000010959 steel Substances 0.000 description 19
- 238000010586 diagram Methods 0.000 description 11
- 210000000078 claw Anatomy 0.000 description 9
- 239000000463 material Substances 0.000 description 8
- 238000009435 building construction Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 230000000630 rising effect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、周辺保持自昇式建築
工法に関するものであり、特に、自動昇降装置を備えた
構築装置を一層ずつ上昇せしめ乍ら、該構築装置に取付
けた自動組立装置によって各層毎に自動的に構築できる
ようにした周辺保持自昇式建築工法に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a self-elevating construction method for holding surroundings, and more particularly to an automatic assembling apparatus attached to a building apparatus equipped with an automatic elevating device when the building apparatus is raised one by one. The present invention relates to a self-propelled building construction method that preserves the surrounding area so that each layer can be automatically constructed.
【0002】[0002]
【従来の技術】従来、建築物の構築作業は人手による作
業の占める割合が非常に多く、例えばコンクリート打設
や高所に於ける鉄骨の建方等、困難且つ、危険な作業を
殆ど各工種の技能工によって行っている。2. Description of the Related Art Conventionally, construction work has a large proportion of manual work, and it is difficult to carry out dangerous and dangerous work such as concrete pouring or erection of steel frames in high places. It is done by a skilled worker.
【0003】[0003]
【発明が解決しようとする課題】従来のビル構築作業
は、前述せる如く人手によるところが多いが、作業者の
高齢化及び技能工の不足により労働力の確保が困難にな
っており、又、例えばコンクリート打設や高所に於ける
鉄骨の建方等の困難且つ危険な作業が殆ど人手によって
行われているので、構築作業の自動化を図って人力の依
存の割合を減少するために解決せらるべき技術的課題が
生じてくるのであり、本発明は該課題を解決することを
目的とする。As described above, the conventional building construction work is mostly done manually, but it is difficult to secure a labor force due to the aging of workers and the lack of skilled workers. Most of the difficult and dangerous work such as concrete pouring and erection of steel frames in high places is done manually, so it can be solved in order to automate the construction work and reduce the proportion of human power dependence. A technical problem to be solved arises, and an object of the present invention is to solve the problem.
【0004】[0004]
【課題を解決するための手段】本発明は上記目的を達成
するために提案せられたものであり、ビルの外周壁部位
に立設されたガイド支柱にガイドされてリフトアップす
る構築装置を備え、該構築装置は前記ガイド支柱に支承
されてリフトアップするための自動昇降装置を有する外
構と、該外構の上端部に架設されたメイントラストと、
該メイントラストに取付けられた自動組立装置とより成
り、更に、該自動組立装置はガイドレールに沿って移動
して自動組立てを為す各種作業用ロボット並びに天井走
行クレーン等より成り、該自動組立装置によって当該階
層分の構築作業が終了すれば、前記構築装置が該ガイド
支柱に沿ってリフトアップされて直上階層分の作業に移
行し、以後、この工法を繰り返して一層ずつ上昇し乍ら
ビル建築を為すことを特徴とする周辺保持自昇式建築工
法を提供せんとするものである。SUMMARY OF THE INVENTION The present invention has been proposed in order to achieve the above-mentioned object, and is provided with a building device that is lifted up by being guided by guide columns that are erected on the outer peripheral wall of a building. An outer structure having an automatic lifting device for being lifted up by being supported by the guide column, and a main trust installed on an upper end of the outer structure.
The automatic assembly device is attached to the main trust, and the automatic assembly device includes various work robots that move along a guide rail to perform automatic assembly, an overhead traveling crane, and the like. When the construction work for the floor is completed, the construction device is lifted up along the guide column to shift to the work for the floor immediately above, and thereafter, this construction method is repeated to raise the building one by one. The purpose of the present invention is to provide a self-propelled building construction method that preserves the surrounding area.
【0005】[0005]
【作用】ビルの外周壁部位に立設されたガイド支柱に支
承されている構築装置は、その外構に備えている自動昇
降装置によって昇降できる。そこで、先ず、該構築装置
は構築しようとする該当の階層部位に固定しておき、そ
して、該構築装置の下面に取付けている自動組立装置の
各種の作業用ロボットがガイドレールに沿って移動し、
所定位置で構築作業を行う。当階の構築が終了すれば、
前記自動昇降装置によって該構築装置を1階層分上昇さ
せて固定し、そして、上昇した直上階層分の構築を前記
自動組立装置によって行う。而も、之等の構築動作はシ
ステム制御室からの指令によって自動的に行うことがで
き、そして、1階層毎に順次構築と上昇を繰り返してビ
ル建築を為し、最上階に於ては、前記構築装置のメイン
トラストは天井の骨組として固定され、該メイントラス
トの下面に取付けてある自動組立装置は解体されて下ろ
され、更に、構築装置の外構も前記メイントラストより
分離され、自動昇降装置によって前記ガイド支柱に案内
されて下ろされる。The construction apparatus supported by the guide columns standing upright on the outer peripheral wall of the building can be lifted and lowered by the automatic lifting device provided on the outer structure thereof. Therefore, first, the construction apparatus is fixed to a corresponding hierarchical portion to be constructed, and various work robots of the automatic assembly apparatus attached to the lower surface of the construction apparatus move along the guide rails. ,
Build work in place. Once the construction of this floor is completed,
The construction apparatus is raised by one level to be fixed by the automatic elevating device, and the construction of the immediately upper layer is performed by the automatic assembly apparatus. In addition, the construction operation of Noh et al. Can be automatically performed by a command from the system control room, and the building is constructed by repeating the construction and the ascending for each layer one by one, and at the top floor, The main trust of the building device is fixed as a frame of the ceiling, the automatic assembling device attached to the lower surface of the main trust is disassembled and lowered, and the outer structure of the building device is also separated from the main trust and automatically lifted A device guides and lowers the guide column.
【0006】[0006]
【実施例】以下、本発明の一実施例を図1乃至図18に
従って説明する。図1は本発明の建築工法によってビル
1を構築している状態を示す一部切欠斜面図である。同
図に於て、ビル1の対峙する外周壁2,2にガイド支柱
3,3…が立設される。該ガイド支柱3,3…はビルの
柱体を兼ねる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is a partially cutaway perspective view showing a state in which a building 1 is constructed by the construction method of the present invention. In the figure, guide columns 3, 3, ... Are erected on the outer peripheral walls 2, 2 of the building 1 facing each other. The guide columns 3, 3 ... Also serve as the pillars of the building.
【0007】一方、該ガイド支柱3,3…に沿ってリフ
トアップする構築装置4が組立てられる。該構築装置4
は前記ガイド支柱3,3…に支承され、且つ、自動昇降
装置の油圧ジャッキ5,5…を備えた外構4a,4a
と、該外構4a,4aの上端部に架設されたメイントラ
スト4bとからなり、更に、該メイントラスト4bは最
上階層の骨組を兼ねるを可とする。然るときは、各階層
の構築完成後は、該構築装置4全体を解体する必要がな
くなる。而して、該メイントラスト4bには各種の作業
用ロボット6,6…及び該作業用ロボット6,6…の移
動用ガイドレール7,7…並びに天井走行クレーン8,
8…及び、該天井クレーン8,8…の走行用ガータ8
a,8a…等の自動組立装置及び之等を被蔽する全天候
用カバー9が設けられており、そして、該全天候カバー
9によって悪天候下に於てもビル構築作業を行うことが
できるようにする。更に、該自動組立装置の下部には地
上より各種資材等を搬入するためのシャフト10が設け
られ、このシャフト10内をエレベータ(図示せず)に
て構築しようとする階層へ運搬される。但し、本工法に
於ては、ガイド支柱3,3…の柱鉄骨片11,11…並
びに梁鉄骨片12,12…又は内装材13,13…、外
装材14,14…等は後述せる如く、外構4a,4aと
前記ビル1の外周壁2との間の空間部15,15…を利
用し、且つ、前記メイントラスト4bに備えたウインチ
16,16…等にて地上より当該構築しようとする階層
まで運搬され、そして、前記自動組立装置にて夫々構築
される。On the other hand, a building device 4 which is lifted up along the guide columns 3, 3 ... Is assembled. The construction device 4
Are supported by the guide columns 3, 3 ... and are equipped with hydraulic jacks 5, 5 of the automatic lifting device 4a, 4a.
And a main trust 4b erected on the upper ends of the outer structures 4a, 4a. Further, the main trust 4b can also serve as a skeleton of the highest hierarchy. In that case, after the construction of each layer is completed, it is not necessary to disassemble the entire construction apparatus 4. The main trust 4b includes various work robots 6, 6 ..., and guide rails 7, 7 ... for moving the work robots 6, 6 ... and an overhead traveling crane 8.
8 ... and a gutter 8 for traveling of the overhead cranes 8, 8 ...
a, 8a, etc., and an all-weather cover 9 for covering the other are provided, and the all-weather cover 9 enables building construction work even in bad weather. .. Further, a shaft 10 for loading various materials and the like from the ground is provided below the automatic assembling apparatus, and the inside of the shaft 10 is transported to a layer to be constructed by an elevator (not shown). However, in this construction method, the pillar steel frame pieces 11, 11 ... Of the guide columns 3, 3, ... And the beam steel frame pieces 12, 12 ... Or the interior materials 13, 13 ..., The exterior materials 14, 14, ... , Space between the outer structures 4a, 4a and the outer peripheral wall 2 of the building 1 is used, and the winch 16, 16 provided for the main trust 4b is used to construct the building from the ground. Are transported to the floors, and are constructed by the automatic assembling apparatus.
【0008】次に、前記構築装置4の外構4aを図2乃
至図7に従って説明する。図に於て該外構4aは、その
下端部の補強枠片4a−1,4a−1…を前記ガイド支
柱3,3…に支承し、そして、該ガイド支柱3,3…の
両側から、該ガイド支柱3,3…に組込まれた梁鉄骨片
12,12…上に載置して固定するためのシリンダー1
7,17…並びに該シリンダー17,17…のピストン
ロッド爪18,18…が各ガイド支柱3,3…毎に設け
られている。又、該補強枠片4a−1…の先端部位の中
心部よりロッド19,19…を夫々上方へ突設し、更
に、該ロッド19,19…の上端部と前記外構4aとを
連結してある。Next, the outer structure 4a of the construction apparatus 4 will be described with reference to FIGS. In the figure, the outer structure 4a supports the reinforcing frame pieces 4a-1, 4a-1 at the lower end thereof on the guide columns 3, 3, ... And from both sides of the guide columns 3, 3 ,. A cylinder 1 for mounting and fixing on the beam steel frame pieces 12, 12 incorporated in the guide columns 3, 3.
7 and piston rod claws 18, 18 of the cylinders 17, 17 are provided for each of the guide columns 3, 3. Further, rods 19, 19 ... Are provided so as to project upward from the central portion of the tip end portions of the reinforcing frame pieces 4a-1. Further, the upper ends of the rods 19, 19 ... Are connected to the outer structure 4a. There is.
【0009】一方、各ロッド19,19…にガイドされ
て上下動する枠体20,20…の外端部を該外構4aに
固定並びに遊嵌自在に嵌合し、更に、該枠体20,20
…には前述と同様にシリンダー17.17及びピストン
ロッド爪18,18を設け、且つ、該ピストンロッド爪
18,18を前記ガイド支柱3,3…の両側より、該ガ
イド支柱3,3…に組付けられた梁鉄骨片12,12…
上に突出せしめて載置固定できるように構成されてい
る。従って、該枠体20,20…の外端部の前記外構4
aに対する嵌合状態を遊合状態とし、且つ、ピストンロ
ッド爪18,18…を夫々引き込めておけば、該枠体2
0,20…は前記ロッド19並びに外構4aガイドとし
て上下動自在となる。On the other hand, the outer ends of the frame bodies 20, 20 ... Which are vertically moved by being guided by the rods 19, 19 ... Are fixedly and loosely fitted to the outer structure 4a. , 20
The cylinder 17.17 and the piston rod claws 18, 18 are provided in the same manner as described above, and the piston rod claws 18, 18 are attached to the guide columns 3, 3 from both sides of the guide columns 3, 3. Attached beam steel frame pieces 12, 12 ...
It is configured so that it can be placed and fixed by projecting upward. Therefore, the outer structure 4 at the outer end of the frame body 20, 20 ...
When the fitting state with respect to a is set to the loose state and the piston rod claws 18, 18 ...
0, 20 ... Are vertically movable as the rod 19 and the outer structure 4a guide.
【0010】又、該枠体20,20…には自動昇降装置
の油圧ジャッキ5,5…のシリンダー5a,5a…が夫
々枢支されており、そして、このピストンロッド5b,
5b…の下端部を前記補強枠片4a−1,4a−1…に
夫々枢支されている。尚、該外構4a,4aの内側の適
宜箇所にも作業用ロボット6,6…を取付けて外装材1
4,14…等を組付けるようにしてある。Further, cylinders 5a, 5a of the hydraulic jacks 5, 5 of the automatic lifting device are pivotally supported by the frame members 20, 20 ... And the piston rods 5b.
The lower ends of 5b ... Are pivotally supported by the reinforcing frame pieces 4a-1, 4a-1. Incidentally, the work robots 6, 6 ... Are attached to appropriate places inside the outer structures 4a, 4a, and the exterior material 1 is attached.
4, 14, etc. are assembled.
【0011】次に、構築装置4の上昇作用を説明する。
先ず、図2に示す如くガイド支柱3,3…の両側よりピ
ストンロッド爪18,18、18,18を夫々突出せし
めて、該ガイド支柱3,3…に組付けられた梁鉄骨片1
2,12…の上面に載置固定される。この状態で、メイ
ントラスト4bに取付けられた自動組立装置の各種の作
業用ロボット6,6…並びに天井走行クレーン8,8…
等にて該自動組立装置直下の階層の構築を施す、該階層
の構築が終了すれば、外構4aの補強枠片4a−1,4
a−1…は夫々ピストンロッド爪18,18…を引込め
て前記梁鉄骨片12,12…に対する載置固定状態を脱
する。このとき、前記枠体20,20…は夫々該梁鉄骨
片12,12…及び外構4aに固定されている。そこ
で、油圧ジャッキ5を縮少せしめれば、図3に示す如
く、構築装置4が1階層分だけ上昇する。そして、図4
に示す如く、該補強枠片4a−1,4a−1…の前記ピ
ストンロッド爪18,18…を突出させて前記梁鉄骨片
12,12…上に載置固定し、前記枠体20,20…の
ピストンロッド爪18,18…を引込め、且つ、外構4
aに対して遊嵌状態とし、そして、前記油圧ジャッキ
5,5…を伸ばせば図4に示す如く、該枠体20,20
…は上方へ引上げられて、図1並びに図5に示す如く、
補強枠片4a−1,4a−1…及び該枠体20,20…
の夫々のピストンロッド爪18,18…を突出させて該
ガイド支柱3,3…に組付けられている梁鉄骨片12,
12…に載置固定し、前述の自動組立装置による構築を
行うのである。Next, the raising operation of the construction apparatus 4 will be described.
First, as shown in FIG. 2, the piston rod claws 18, 18, 18, 18 are made to project from both sides of the guide columns 3, 3, ..., And the beam steel frame piece 1 assembled to the guide columns 3, 3 ,.
It is mounted and fixed on the upper surface of 2, 12. In this state, various work robots 6 and 6 of the automatic assembly apparatus attached to the main trust 4b and the overhead traveling cranes 8 and 8 ...
The construction of the layer directly below the automatic assembling apparatus is carried out at the same time.
a-1 ... retracts the piston rod claws 18, 18 ..., respectively, and removes the mounted and fixed state with respect to the beam steel frame pieces 12, 12. At this time, the frame bodies 20, 20 ... Are fixed to the beam steel frame pieces 12, 12 ... And the outer structure 4a, respectively. Therefore, if the hydraulic jack 5 is reduced, the construction device 4 moves up by one level as shown in FIG. And FIG.
As shown in FIG. 7, the piston rod claws 18, 18 of the reinforcing frame pieces 4a-1, 4a-1 ... Are projected and fixedly mounted on the beam steel frame pieces 12, 12 ,. The piston rod claws 18, 18 of ... are retracted, and the exterior 4
When the hydraulic jacks 5, 5 ... Are extended with respect to "a", the frame bodies 20, 20 are extended as shown in FIG.
... is pulled up, and as shown in FIGS. 1 and 5,
Reinforcing frame pieces 4a-1, 4a-1 ... and the frame bodies 20, 20 ...
Of each of the piston rod claws 18, 18 ...
It is mounted on and fixed to 12 ... and constructed by the above-mentioned automatic assembling apparatus.
【0012】而して、該構築装置4は1階層毎に上昇さ
せ、そして、各階層毎の構築作業を行い乍ら最上階層に
到達し、該最上階層の構築を終了したときに於ては、該
メイントラスト4bは最大階層の天井部の骨組みとして
固定され、そして、前記外構4aは該メイントラスト4
bより離脱されて下ろされ、更に、前記各種作業用ロボ
ット6,6…並びにガイドレール7,7…及び天井走行
クレーン8並びに該天井走行クレーン用ガータ8a,8
a…も該メイントラスト4bより解体されて地上に下ろ
される。Then, the building apparatus 4 is moved up by one layer, and when the building work is carried out for each layer, the uppermost layer is reached and the building of the uppermost layer is completed. , The main trust 4b is fixed as a framework of the ceiling portion of the highest floor, and the outer structure 4a is fixed to the main trust 4
It is detached from b and lowered, and further, the various work robots 6, 6 ..., Guide rails 7, 7 ..., Overhead traveling crane 8 and Overhead traveling crane garters 8a, 8
a ... is also dismantled from the main trust 4b and put down on the ground.
【0013】次に、自動組立装置並びに解体について図
8乃至図18に従って説明する。図8は柱鉄骨片11の
揚重状態を示す解説図である。該柱鉄骨片11は前記メ
イントラスト4bに備えたウインチ16にてビル1の外
周壁2と外構4aとによって形成される空間部15を利
用して揚重される。図9は前記揚重された柱鉄骨片11
は天井走行クレーン8によって所定の位置に運ばれ、そ
して、図10に示す如く配設され、作業用ロボット6に
よって溶接されて組付けられる。次に、図11に示す如
く、梁鉄骨片12も同様に天井走行クレーン8によって
所定位置に運ばれ、作業用ロボット6によって溶接され
て組付けられる。Next, the automatic assembling apparatus and the disassembly will be described with reference to FIGS. FIG. 8 is an explanatory diagram showing a lifted state of the column steel frame piece 11. The column steel frame piece 11 is hoisted by a winch 16 provided in the main trust 4b using a space portion 15 formed by the outer peripheral wall 2 of the building 1 and the outer structure 4a. FIG. 9 shows the lifted column steel frame piece 11
Is carried to a predetermined position by an overhead traveling crane 8 and arranged as shown in FIG. 10, and is welded and assembled by the work robot 6. Next, as shown in FIG. 11, the beam steel frame pieces 12 are similarly carried to a predetermined position by the overhead traveling crane 8 and welded and assembled by the work robot 6.
【0014】又、図12に示す如く、外装材14は外構
4aに備えられている作業用ロボット6にて張付けら
れ、内装材13は図13に示す如く、前記天井走行クレ
ーン8にて所定場所へ運ばれて組付けられる。斯くし
て、各階層の構築作業が完了すれば、図14に示す如
く、該構築装置4は最上階層へ引上げられ、そして、図
15乃至図17に示す如く、前記メイントラスト4bは
天井の骨組として固定され、該メイントラスト4bに備
えたウインチ16,16…等を用いて天井走行クレーン
8,8…及び該天井走行クレーン用ガータ8a,8a…
並びに各種の作業用ロボット6,6…及びガイドレ−ル
7,7…等が解体され、前記ウインチウインチ16,1
6…或は前記自動昇降装置を有する外構4a,4aの自
動降下を利用して地上へ下ろすのである。そして、最後
に、該外構4aを前記メイントラスト4bより切離し
て、該外構4aに備えた前述の自動昇降装置によって自
動的に地上へ降下して撤去されるのである。Further, as shown in FIG. 12, the exterior material 14 is attached by the work robot 6 provided on the exterior 4a, and the interior material 13 is predetermined by the overhead traveling crane 8 as shown in FIG. It is carried to a place and assembled. Thus, when the construction work of each level is completed, the construction apparatus 4 is pulled up to the uppermost level as shown in FIG. 14, and as shown in FIGS. 15 to 17, the main trust 4b is attached to the frame of the ceiling. , And the overhead traveling cranes 8, 8 ... And the garters 8a, 8a for the overhead traveling crane ...
Also, various work robots 6, 6 ... And guide rails 7, 7 ... Are dismantled, and the winch winch 16, 1
6 ... Or it is lowered to the ground by utilizing the automatic lowering of the outer structures 4a, 4a having the automatic lifting device. Then, finally, the outer structure 4a is separated from the main trust 4b, and is automatically lowered to the ground and removed by the above-mentioned automatic lifting device provided in the outer structure 4a.
【0015】尚、この発明は、この発明の精神を逸脱し
ない限り種々の改変を為すことができ、そして、この発
明が該改変せられたものに及ぶことは当然である。The present invention can be variously modified without departing from the spirit of the present invention, and it goes without saying that the present invention extends to the modified version.
【0016】[0016]
【発明の効果】本発明は上記一実施例にて詳述せる如
く、構築装置は自動昇降装置によって自動的にリフトア
ップされるが、該構築装置は各階層に当階の鉄骨の建方
作業及びボード張り作業等が自動化されて構築され、該
構築装置のリフトアップに伴って連続的にビル建築が行
われる。依って、人手による危険作業が低減し、作業の
安全性確保に寄与すると共に、作業者数を低減して省力
化にも貢献でき、更に、作業はすべて制御指令によって
行われるようにすることができるため、極めて迅速且つ
効率良く施工することができ、更に、前記リフトアップ
機構部が建物の外周部に存在するので、構築作業の内部
空間を広くとることができ、依って、天井走行クレー
ン、各作業用ロボット等の設置に対する自由度が高く、
作業性は一層向上する等、正に、諸種の著大なる効果を
奏する発明である。As described in detail in the above one embodiment of the present invention, the construction apparatus is automatically lifted up by the automatic elevating device, but the construction apparatus is used for erection work of the steel frame of the floor on each floor. Also, the boarding work and the like are automated and constructed, and building construction is continuously performed as the building apparatus is lifted up. Therefore, it is possible to reduce the number of dangerous work performed by manpower and to secure the safety of the work. Also, it is possible to reduce the number of workers and labor saving. Furthermore, all the work can be performed by the control command. Therefore, the construction can be performed extremely quickly and efficiently, and further, since the lift-up mechanism portion is present in the outer peripheral portion of the building, it is possible to secure a large internal space for the construction work, and therefore, the overhead traveling crane, There is a high degree of freedom in installing each work robot,
It is an invention that exhibits various remarkable effects, such as further improved workability.
【図1】本発明の一実施例を示す一部切欠斜面図。FIG. 1 is a partially cutaway perspective view showing an embodiment of the present invention.
【図2】構築装置の上昇状態を示す解説図。FIG. 2 is an explanatory diagram showing a rising state of the building device.
【図3】構築装置の上昇状態を示す解説図。FIG. 3 is an explanatory diagram showing a rising state of the construction apparatus.
【図4】構築装置の上昇状態を示す解説図。FIG. 4 is an explanatory view showing a rising state of the construction apparatus.
【図5】構築装置の上昇状態を示す解説図。FIG. 5 is an explanatory view showing a rising state of the construction apparatus.
【図6】図2のA−A線断面図6 is a cross-sectional view taken along the line AA of FIG.
【図7】図3のB−B線断面図7 is a sectional view taken along line BB of FIG.
【図8】柱鉄骨片の揚重状態を示す解説図。FIG. 8 is an explanatory diagram showing a lifted state of a column steel frame piece.
【図9】柱鉄骨片の移動状態を示す解説図。FIG. 9 is an explanatory diagram showing a moving state of a pillar steel frame piece.
【図10】柱鉄骨片の建方状態を示す解説図。FIG. 10 is an explanatory view showing a erected state of a pillar steel frame piece.
【図11】梁鉄骨片の建方状態を示す解説図。FIG. 11 is an explanatory view showing a erected state of a beam steel frame piece.
【図12】外装材の張付け状態を示す解説図。FIG. 12 is an explanatory diagram showing a state in which the exterior material is attached.
【図13】内装材の張付け状態を示す解説図。FIG. 13 is an explanatory diagram showing a state in which the interior material is attached.
【図14】各階層の構築を終了し、構築装置を最上階層
に引上げた状態を示す解説図。FIG. 14 is an explanatory diagram showing a state in which the construction of each hierarchy is completed and the construction apparatus is pulled up to the top hierarchy.
【図15】自動組立装置の解体状態を示す解説図。FIG. 15 is an explanatory diagram showing a disassembled state of the automatic assembly apparatus.
【図16】解体された自動組立装置を下ろす状態を示す
解説図。FIG. 16 is an explanatory view showing a state in which the disassembled automatic assembly device is lowered.
【図17】外構をメイントラストより切離した状態を示
す解説図。FIG. 17 is an explanatory diagram showing a state in which the outer structure is separated from the main trust.
【図18】外構を下ろす状態を示す解説図。FIG. 18 is an explanatory diagram showing a state where the exterior is lowered.
1 ビル 2 外周壁 3 ガイド支柱 4 構築装置 4a 外構 4b メイントラスト 5 油圧ジャッキ 6 作業用ロボット 7 ガイドレール 8 天井走行クレーン DESCRIPTION OF SYMBOLS 1 Building 2 Outer peripheral wall 3 Guide post 4 Construction device 4a Exterior 4b Main trust 5 Hydraulic jack 6 Working robot 7 Guide rail 8 Overhead traveling crane
Claims (1)
支柱にガイドされてリフトアップする構築装置を備え、
該構築装置は前記ガイド支柱に支承されてリフトアップ
するための自動昇降装置を有する外構と、該外構の上端
部に架設されたメイントラストと、該メイントラストに
取付けられた自動組立装置とより成り、更に、該自動組
立装置はガイドレールに沿って移動して自動組立てを為
す各種作業用ロボット並びに天井走行クレーン等より成
り、該自動組立装置によって当該階層分の構築作業が終
了すれば、前記構築装置が該ガイド支柱に沿ってリフト
アップされて直上階層分の作業に移行し、以後、この工
法を繰り返して一層ずつ上昇し乍らビル建築を為すこと
を特徴とする周辺保持自昇式建築工法。1. A building device is provided which is lifted up by being guided by a guide column which is erected on a peripheral wall portion of a building.
The construction apparatus includes an outer structure having an automatic lifting device supported by the guide columns for lifting up, a main trust installed on an upper end of the outer structure, and an automatic assembly device attached to the main trust. Further, the automatic assembly apparatus comprises various work robots that move along the guide rails to perform automatic assembly, an overhead traveling crane, and the like, and if the construction work for the floor is completed by the automatic assembly apparatus, The construction apparatus is lifted up along the guide columns to shift to the work for the immediately upper floor, and thereafter, this construction method is repeated to raise the construction one by one to construct a building with a peripheral holding self-elevation type. Construction method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29581191A JP2957328B2 (en) | 1991-11-12 | 1991-11-12 | Peripheral holding self-elevating construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29581191A JP2957328B2 (en) | 1991-11-12 | 1991-11-12 | Peripheral holding self-elevating construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05133016A true JPH05133016A (en) | 1993-05-28 |
JP2957328B2 JP2957328B2 (en) | 1999-10-04 |
Family
ID=17825475
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29581191A Expired - Fee Related JP2957328B2 (en) | 1991-11-12 | 1991-11-12 | Peripheral holding self-elevating construction method |
Country Status (1)
Country | Link |
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JP (1) | JP2957328B2 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07286369A (en) * | 1994-04-19 | 1995-10-31 | Penta Ocean Constr Co Ltd | Method and device for lifting up the top floor frame for structure construction |
WO2006025679A1 (en) * | 2004-08-28 | 2006-03-09 | Jiwoog Kim | Construction apparatus and installation method using it |
JP2012207472A (en) * | 2011-03-30 | 2012-10-25 | Takenaka Komuten Co Ltd | Mobile enclosure |
JP2016079759A (en) * | 2014-10-22 | 2016-05-16 | 前田建設工業株式会社 | Method and device for demolishing high-rise building |
JP2016084599A (en) * | 2014-10-24 | 2016-05-19 | 前田建設工業株式会社 | Method and device for connecting buildings |
CN106567542A (en) * | 2015-10-10 | 2017-04-19 | 五冶集团上海有限公司 | Super high-rise double tower building steel structure corridor assembling method |
Families Citing this family (1)
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CN105822071B (en) * | 2016-03-29 | 2017-11-28 | 浙江中南建设集团钢结构有限公司 | The bidirectional crossed Steel Space Truss structure one-way lift and erection technique of periphery supporting |
-
1991
- 1991-11-12 JP JP29581191A patent/JP2957328B2/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07286369A (en) * | 1994-04-19 | 1995-10-31 | Penta Ocean Constr Co Ltd | Method and device for lifting up the top floor frame for structure construction |
WO2006025679A1 (en) * | 2004-08-28 | 2006-03-09 | Jiwoog Kim | Construction apparatus and installation method using it |
JP2012207472A (en) * | 2011-03-30 | 2012-10-25 | Takenaka Komuten Co Ltd | Mobile enclosure |
JP2016079759A (en) * | 2014-10-22 | 2016-05-16 | 前田建設工業株式会社 | Method and device for demolishing high-rise building |
JP2016084599A (en) * | 2014-10-24 | 2016-05-19 | 前田建設工業株式会社 | Method and device for connecting buildings |
CN106567542A (en) * | 2015-10-10 | 2017-04-19 | 五冶集团上海有限公司 | Super high-rise double tower building steel structure corridor assembling method |
CN106567542B (en) * | 2015-10-10 | 2019-01-11 | 五冶集团上海有限公司 | A kind of Super High two tall buildings Steel corridor assemble method |
Also Published As
Publication number | Publication date |
---|---|
JP2957328B2 (en) | 1999-10-04 |
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