JP2657577B2 - Large roof self-elevating device for construction work and method of constructing middle and high-rise building - Google Patents
Large roof self-elevating device for construction work and method of constructing middle and high-rise buildingInfo
- Publication number
- JP2657577B2 JP2657577B2 JP2266620A JP26662090A JP2657577B2 JP 2657577 B2 JP2657577 B2 JP 2657577B2 JP 2266620 A JP2266620 A JP 2266620A JP 26662090 A JP26662090 A JP 26662090A JP 2657577 B2 JP2657577 B2 JP 2657577B2
- Authority
- JP
- Japan
- Prior art keywords
- large roof
- building
- gripping means
- gripping
- existing 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.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 title claims description 23
- 238000000034 method Methods 0.000 title description 11
- 230000008602 contraction Effects 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 description 10
- 239000004567 concrete Substances 0.000 description 7
- 238000009435 building construction Methods 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】 <産業上の利用分野> 本発明は、建築作業用大屋根自昇装置及び中・高層建
造物の構築方法に関し、特に、建設工事の自動化を容易
にする建築作業用大屋根自昇装置及び中・高層建造物の
構築方法に関する。Description: TECHNICAL FIELD The present invention relates to a large-roof self-elevating device for construction work and a method for constructing a middle / high-rise building, and particularly to a construction work for facilitating automation of construction work. The present invention relates to a large-roof self-elevating device and a method for constructing middle- and high-rise buildings.
<従来の技術> 建設工事における労働者不足への対応や生産性、安全
性等の向上を目的として、種々の作業用のロボット、例
えば、床コンクリート仕上げ用左官ロボット、内・外装
壁パネル建込みロボット、コンクリート打設ロボット、
天井ボード貼付けロボット、鉄筋組立てロボット等が開
発されている。しかしこれらのロボットは、単一の作業
を作業員の代わりに行なうことができるにすぎないので
建造物全体の生産性を考えた場合トータルメリットが発
揮されず、またロボットが個々独立して行なう作業の補
完的作業を人間により行なう必要があるため、ロボット
と作業員による作業が併存し危険を伴う結果になる。<Conventional technology> Various work robots, for example, plastering robots for finishing floor concrete, and interior / exterior wall panels are built for the purpose of responding to the shortage of workers in construction work and improving productivity and safety. Robots, concrete casting robots,
A ceiling board sticking robot, a reinforcing rod assembling robot, and the like have been developed. However, these robots can only perform a single task on behalf of a worker, so there is no total benefit when considering the productivity of the entire building, and the tasks performed by each robot independently Needs to be performed by a human, the work by the robot and the worker coexist, resulting in danger.
これに対し、ロボット化によるビル建設の生産性向上
を図る方法として、ロボット導入を前提としたビル建設
システムそのものの構築が提案され、一例として全自動
ビル建設システム(株式会社大林組)を挙げることがで
きる。このシステムは、屋根と壁に囲まれ天井部に各種
ロボットを配したビル組立て工場を、これを支持する本
体ビルと同数、同スパンの柱に取付けた伸縮自在のシリ
ンダによりリフトアップしつつ建造物を構築するもので
ある。ここで、ビル組立て工場のリフトアップすなわち
柱の組み立ての工程は、第4図(イ)〜(ヘ)に模擬的
に示される。On the other hand, as a method of improving the productivity of building construction by using robots, the construction of a building construction system itself that assumes the introduction of robots has been proposed. One example is a fully automatic building construction system (Obayashi Corporation). it can. This system builds up a building assembly factory with various robots on the ceiling surrounded by a roof and walls, while lifting up a building assembly that supports the same number of telescoping cylinders attached to the same number of columns as the main building. Is to build. Here, the lift-up process of the building assembling factory, that is, the process of assembling the pillars, is schematically shown in FIGS.
(イ)は伸縮ジャッキ51により組立て工場50をジャッキ
アップする工程、 (ロ)は伸縮ジャッキ51のうち1本を縮め本柱52を建込
み接合する工程、 (ハ)は(ロ)と同様に2本目の本柱52を建込み接合す
る工程、 (ニ)は梁53を取付ける工程、 (ホ)は梁53を接合する工程、 (ヘ)は1フロア分の組立て終了後再びジャッキアップ
する工程、 である。(A) is a process of jacking up the assembly factory 50 by the telescopic jack 51, (b) is a process of shrinking one of the telescopic jacks 51 and erection of the main pillar 52, and (c) is the same as (b). (D) Step of attaching beam 53, (e) Step of joining beam 53, (f) Step of jacking up after completion of one floor assembly ,.
<発明が解決しようとする課題> しかしながら、かかる従来のビル建設システムにおけ
るリフトアップの方法は、伸縮ジャッキ51より上方の荷
重を既設の本柱52の上端部で支持するため、鉄骨造(以
下S造)の建造物の構築には適するが、鉄筋コンクリー
ト造(以下RC造)、鉄筋・鉄骨コンクリート造(以下SR
C造)、コンクリート充填チューブ鉄骨造(以下CFT造)
等の建造物では、各々の柱のコンクリートの硬化を待つ
のに時間がかかるため適用できないという問題がある。
また、本柱52を建込む間その部分の伸縮ジャッキ51は荷
重を支持することができないのでバランスが悪くなり、
このため安全性に劣るという問題がある。<Problems to be Solved by the Invention> However, the lift-up method in the conventional building construction system uses a steel structure (hereinafter referred to as S) in order to support the load above the telescopic jack 51 at the upper end of the existing main pillar 52. Construction), but it is suitable for the construction of reinforced concrete (RC) and reinforced concrete (RC)
C), concrete-filled tube steel frame (CFT)
However, there is a problem that it is not applicable to buildings such as those described above because it takes time to harden the concrete of each column.
Also, while the main pillar 52 is being built, the telescopic jack 51 in that part cannot support the load, so the balance will be worse,
For this reason, there is a problem that safety is poor.
そこで、本発明は上記問題点を解決すべくなされたも
ので、その目的は、S造の建造物のみならずRC造、SRC
造、CFT造等広範囲の建造物に適用可能であるととも
に、バランス良く上昇させることが可能でかつ安全に建
造物を構築することができるビル建設システムに適した
建築作業用大屋根自昇装置及び中・高層建造物の構築方
法を提供せんとする。Therefore, the present invention has been made to solve the above problems, and its purpose is not only for S-structures but also for RC structures, SRC structures.
Large roof self-elevating device for building work suitable for a building construction system that can be applied to a wide range of buildings such as It will not provide a method for building mid-rise or high-rise buildings.
<課題を解決するための手段> 本発明は、上記目的に鑑みてなされたものであり、そ
の要旨は、建造物の上方を覆う大屋根と、該大屋根を支
持するため既設建造物の柱と対応する所定位置に配設
し、大屋根と既設建造物との間に作業空間を形成する支
柱とを備え、該支柱の下端には前記大屋根を上昇させる
ための伸縮装置が連設され、該伸縮装置の上下端部に
は、反力を受けるため前記既設建造物の柱を横方向から
把持する把持手段が各別に設けられ、前記伸縮装置は、
それ自体の長さが伸縮可能に形成され、これにより該伸
縮装置の上下端部に設けられた把持手段の離隔長さを可
変にした建築作業用大屋根自昇装置にある。<Means for Solving the Problems> The present invention has been made in view of the above-mentioned object, and the gist of the present invention is that a large roof covering the upper part of a building and a pillar of an existing building for supporting the large roof are provided. And a column that forms a working space between the large roof and the existing building, and a lower end of the column is provided with a telescopic device for raising the large roof. In the upper and lower ends of the telescopic device, gripping means for gripping the pillars of the existing building from the lateral direction to receive a reaction force are separately provided, and the telescopic device is
The large-roof self-elevating device for construction work in which the length of itself is extensible, whereby the separation length of the gripping means provided at the upper and lower ends of the telescopic device is variable.
ここで既設建造物とは、予定する中・高層建造物の、
構築中あるいはこれから構築しようとする所定フロア分
の建造物より下方に位置する、既に構築された部分の構
造物をいう。Here, the existing building refers to the planned middle / high-rise building,
This refers to the structure of the already constructed portion located below the building for the predetermined floor to be constructed during or from now on.
また、本発明の他の要旨は、大屋根を支持する支柱の
下端部に連設され、それ自体の長さが伸縮可能に形成さ
れた伸縮装置の上端に位置する第1の把持手段と、その
下端に位置する第2の把持手段とにより既設建造物の柱
を側方より把持して反力を受ける工程と、前記第1の把
持手段を解除し、前記第2の把持手段により反力を受け
つつ前記伸縮装置自体の長さを伸長して大屋根を上昇さ
せ、所定の高さまで大屋根が上昇したら第1の把持手段
で前記既設建造物の柱を把持する工程と、該把持させた
第1の把持手段により反力を受けつつ前記第2の把持手
段を解除し、前記伸縮装置自体の長さを収縮して、前記
第2の把持手段を上方に移動させ再び既設建造物の柱を
把持する工程とからなり、前記各工程を順次繰り返して
大屋根と既設建造物との間の作業空間において建造物の
構築を行なう中・高層建造物の構築方法にある。Further, another gist of the present invention is that a first gripping means is provided at an upper end of a telescopic device which is continuously provided at a lower end portion of a column for supporting a large roof, and has a length that can be expanded and contracted, A step of gripping a column of an existing building from the side with a second gripping means located at the lower end thereof and receiving a reaction force, releasing the first gripping means, and reacting by the second gripping means; A step of extending the length of the telescopic device itself and raising the large roof while receiving the same, and when the large roof is raised to a predetermined height, gripping the pillars of the existing building with first gripping means; The second gripping means is released while receiving a reaction force by the first gripping means, the length of the telescopic device itself is contracted, the second gripping means is moved upward, and the existing building is re-established. A step of gripping the pillars, and repeating each of the above-described steps sequentially to form a large roof and an existing building. In construction method in high-rise buildings for performing the construction of a building in the working space between.
<作用> 本発明では、建造物の上方を覆う大屋根は複数の支柱
により支持されて既設建造物との間に作業空間を形成
し、ここで所定フロア分の建造物の構築を行なう。前記
支柱は各々既設建造物の柱と対応する位置に設けられ、
伸縮装置の上方及び下方に位置する把持手段は既設建造
物の柱を側方から把持して反力を受ける。この場合、既
設建造物の最上階の柱ではなく数階下の柱を把持してこ
れから反力を受けることにより、RC造等のコンクリート
製の柱でも十分硬化した柱から速やかに反力を得ること
ができる。前記作業空間で所定フロア分の建造物を構築
した後、上方の把持手段を解除し、下方の把持手段によ
り反力を受けつつ伸縮装置を伸張して大屋根を上昇させ
る。ここで、全ての柱が同時に伸張するよう制御すれば
大屋根をバランス良く上昇させることができる。大屋根
を上昇させ既設建造物との間に作業空間ができた後再び
所定フロア分の建造物の構築を行なう。この際に、上方
の把持手段を既設建造物の柱に固定し、これにより反力
を受けつつ下方の把持手段を解除し、さらに伸縮装置を
収縮することにより下方の把持手段を上方に移動して再
び固定し、大屋根の次の上昇に備える。<Operation> In the present invention, the large roof covering the upper part of the building is supported by a plurality of columns to form a work space between the building and the existing building, and the building for a predetermined floor is constructed here. Each of the pillars is provided at a position corresponding to a pillar of an existing building,
The gripping means located above and below the telescopic device grip the columns of the existing building from the side and receive a reaction force. In this case, by grasping the pillars several floors below, rather than the top floor of the existing building and receiving the reaction force from this, it is possible to quickly obtain the reaction force from the sufficiently hardened pillar even for concrete columns such as RC structures. Can be. After constructing a building for a predetermined floor in the working space, the upper gripping means is released, and the telescopic device is extended while receiving a reaction force by the lower gripping means to raise the large roof. Here, if all the pillars are controlled to extend at the same time, the large roof can be raised in a well-balanced manner. After the large roof is raised and a working space is formed between the building and the existing building, the building for the predetermined floor is constructed again. At this time, the upper gripping means is fixed to the column of the existing building, thereby releasing the lower gripping means while receiving the reaction force, and further moving the lower gripping means upward by contracting the expansion / contraction device. And secure it again to prepare for the next ascent of the large roof.
<実施例> 次に、本発明の実施例を、添付図面を基に詳細に説明
する。<Example> Next, an example of the present invention will be described in detail with reference to the accompanying drawings.
第1図に示すように、大屋根自昇装置10は大屋根11と
これを支持する複数の支柱12とにより構成される。As shown in FIG. 1, the large roof self-elevating device 10 is composed of a large roof 11 and a plurality of columns 12 supporting the large roof.
大屋根11は予定する中・高層建造物の構築を終了した
部分すなわちRC造の既設建造物13の上方を覆い、支柱12
により既設建造物13との間に1フロア分の建造物を構築
するための作業空間14を形成する。大屋根11は梁組15と
膜構造体16とにより構成し、梁組15の下方すなわち作業
空間14の天井部には走行レール18を縦横に取り付け、各
種作業用のロボットすなわち天井ロボット17がこれに沿
って作業空間14の全域にわたり移動する。天井ロボット
17としては、例えば、墨出し用ロボット、型枠建込み用
ロボット、コンクリート打設用ロボット、型枠解体用ロ
ボット、カイザー板敷込み用ロボット、鉄筋吊込・接合
用ロボット等があり、これらはマニュピレータやハンド
類を装備している。また、これらの天井ロボット17は梁
組15上に設けたコントロールルーム19からの指令により
制御する。The large roof 11 covers the part where the construction of the planned middle / high-rise building has been completed, that is, the upper part of the existing RC building 13, and supports the pillar 12.
Thereby, a work space 14 for constructing a building for one floor is formed between the building 13 and the existing building 13. The large roof 11 is composed of a beam group 15 and a membrane structure 16, and a traveling rail 18 is mounted vertically and horizontally below the beam group 15, that is, on the ceiling of the work space 14, and a robot for various operations, that is, a ceiling robot 17 is provided. Along the entire working space 14. Ceiling robot
17 include, for example, a marking robot, a formwork building robot, a concrete placing robot, a formwork dismantling robot, a Kaiser plate laying robot, a reinforcing bar suspension / joining robot, and the like. And hands are equipped. These ceiling robots 17 are controlled by commands from a control room 19 provided on the beam group 15.
支柱12は、大屋根11を支持し大屋根11と既設建造物13
との間に作業空間14を形成するに足る十分な長さを有
し、その上端が大屋根11の梁組15に取付けられ、その下
部には油圧シリンダー等の伸縮装置20と、この伸縮装置
20の上方に位置する上段把持手段21と、下方に位置する
下段把持手段22とを備えている。支柱12は、既設建造物
13の外周部に配された外柱23に対応する位置に、原則と
して外柱23と同数同スパンで設けられる。そして、上段
把持手段21と下段把持手段22は、各々側方から外柱23を
把持し反力を受ける。ここで、把持手段21,22は既設建
造物13の最上階の柱を把持するのではなく数階下、本実
施例では、上段把持手段21は最上階から3階下の外柱23
を、下段把持手段22は5階下の外柱23を把持しているの
で、硬化し十分な強度に達したRC造の外柱23から反力を
得ることになり、したがって大屋根11のための安定した
支持力を得ることができる。The support 12 supports the large roof 11 and the large roof 11 and the existing building 13
Has a sufficient length to form a working space 14 between the upper end and the upper end thereof is attached to the beam set 15 of the large roof 11, and a lower portion thereof has a telescopic device 20 such as a hydraulic cylinder,
An upper-stage gripping unit 21 located above the lower stage 20 and a lower-stage gripping unit 22 located below the upper stage 20 are provided. Prop 12 is an existing building
In principle, the same number and the same span as the outer pillars 23 are provided at positions corresponding to the outer pillars 23 arranged on the outer peripheral portion of the thirteen. Then, the upper holding means 21 and the lower holding means 22 each grip the outer column 23 from the side and receive a reaction force. Here, the gripping means 21 and 22 do not grip the pillar on the top floor of the existing building 13 but instead are several floors lower. In this embodiment, the upper gripping means 21 is the outer pillar 23 which is three floors below the top floor.
The lower gripping means 22 grips the outer pillar 23 five floors below, so that a reaction force is obtained from the RC outer pillar 23 that has hardened and has reached a sufficient strength. A stable supporting force can be obtained.
支柱12により支持された大屋根11と既設建造物13との
間の作業空間14では、各種天井ロボットを用いて1フロ
ア分の建造物の構築を行なう。すなわち、柱、梁、スラ
ブ等の鉄筋接合やコンクリート打設及び左官仕上げなど
は作業空間14において現場施工で行ない、一方、外装パ
ネル、間仕切壁、天井ボード、床カイザー板等は作業空
間14において組立てる。これら各種の材料や部材は大屋
根11内の一部に設備した揚重機により地上より作業空間
14に揚重する。In a work space 14 between the large roof 11 supported by the columns 12 and the existing building 13, a building for one floor is constructed using various ceiling robots. That is, the jointing of the reinforcing bars such as columns, beams, and slabs, the casting of concrete, and the finishing of plasterers are performed in the work space 14 in the field, while the exterior panels, partition walls, ceiling boards, floor Kaiser boards, and the like are assembled in the work space 14. . These various materials and members are lifted from the ground by a lifting machine installed in a part of the large roof 11.
Lift to 14.
1フロア分の建造物の構築が終了した後大屋根11を上
昇させて次の上方フロアの作業空間を造る。大屋根11を
上昇させるには、第2図(イ)〜(ハ)に示すように、
建造物の構築中の状態(イ)から、各支柱12の上段把持
手段21を解除し、下部把持手段22によって荷重を支持し
つつ伸縮装置20を伸張して大屋根11を上昇させる。この
際に、各伸縮装置20を制御して一斉に伸張させることに
より、バランス良く安全に上昇を行なうことができる。
所定の高さに上昇した後上段把持手段21により既設建造
物13の外柱23を把持して固定し、これによって大屋根11
の荷重を支持するための反力を受ける(ロ)。次に、下
段把持手段22を解除し、伸縮装置を収縮して下段把持手
段22を移動させ、再び外柱23を把持して固定し、次のフ
ロアの施工のための大屋根11の上昇に備える(ハ)。After the construction of the building for one floor is completed, the large roof 11 is raised to create a work space for the next upper floor. To raise the large roof 11, as shown in FIGS.
From the state (a) under construction of the building, the upper gripping means 21 of each column 12 is released, and the telescopic device 20 is extended while supporting the load by the lower gripping means 22 to raise the large roof 11. At this time, by controlling each of the expansion and contraction devices 20 so as to expand them all at once, it is possible to perform the climbing safely in a well-balanced manner.
After ascending to a predetermined height, the outer pillar 23 of the existing building 13 is gripped and fixed by the upper gripping means 21, whereby the large roof 11
It receives the reaction force to support the load of (2). Next, the lower stage gripping means 22 is released, the telescopic device is contracted, the lower stage gripping means 22 is moved, the outer pillar 23 is gripped and fixed again, and the large roof 11 is raised for construction of the next floor. Prepare (c).
このように、各種天井ロボット17による1フロア分の
建造物の構築と、次の作業空間を確保するための大屋根
11の1フロア分の上昇とを繰り返すことにより、連続的
に上階に向かって建造物を構築する。所定階の建造物を
構築した後、大屋根11は建造物の最上階として使用す
る。Thus, the construction of a building for one floor by various ceiling robots 17 and the large roof for securing the next work space
The building is continuously built toward the upper floor by repeating the ascent of 11 floors. After constructing the building on the predetermined floor, the large roof 11 is used as the top floor of the building.
ここで、把持手段21,22は、例えば、第3図に示すよ
うに、支柱取り付け部材24と把持部材25とからなるもの
を挙げることができる。把持部材25は支柱取り付け部材
24に枢着し、油圧により開閉する。また、把持部材25
は、四角柱である外柱23の断面形状と一致する嵌合部26
を備え、油圧により把持部材25を閉じたときに確実に外
柱23を把持する。Here, as the gripping means 21 and 22, for example, as shown in FIG. 3, there can be cited those comprising a support column mounting member 24 and a gripping member 25. The gripping member 25 is a column mounting member
It pivots on 24 and opens and closes with hydraulic pressure. In addition, the gripping member 25
Are fitting portions 26 that match the cross-sectional shape of the outer pillar 23 that is a square pillar.
When the gripping member 25 is closed by hydraulic pressure, the outer column 23 is reliably gripped.
なお、本実施例では、RC造の建造物に採用する場合に
ついて示したが、本発明はこれに限定されるものではな
い。In the present embodiment, the case where the present invention is applied to a RC building is shown, but the present invention is not limited to this.
<発明の効果> 本発明によれば、大屋根と、これを支持する伸縮装置
を備えた支柱を有し、該支柱は、既設建造物の柱を側方
から把持することにより反力を受け、したがって数階下
の柱から反力を得ることが可能なので、S造の建築物の
みならずRC造、SRC造、CFT造等広範囲の建造物に適用可
能であるとともに、常に全ての支柱で荷重を支持するこ
とができるので、バランス良く安全に大屋根を上昇させ
ることができる。<Effect of the Invention> According to the present invention, there is provided a large roof and a column provided with a telescopic device for supporting the large roof, and the column receives a reaction force by gripping a column of an existing building from the side. Therefore, it is possible to obtain reaction force from pillars several floors below, so it can be applied to a wide range of buildings such as RC, SRC, CFT, etc. Can be supported, and the large roof can be safely lifted in a well-balanced manner.
また、支柱の伸縮により作業空間を確保しつつ同様の
工程を繰り返して順次上方へ作業を進めて行くので、そ
の操作の自動化が容易であるとともに、他の作業用ロボ
ットと組合せて作業の自動化、無人化を図ることにより
労働者不足を補うことができる。更に、全フロアの構造
の同一化及び部材のプレハブ化を図れば、各フロアの構
築工程の標準化が可能となり、施工精度の優れた建造物
をより安価に構築することができる。In addition, since the same steps are repeated and work is sequentially advanced upward while securing a work space by extending and retracting the columns, automation of the operation is easy, and automation of the work in combination with other work robots, Labor shortages can be compensated by unmanned operations. Furthermore, if the structures of all floors are made identical and the members are prefabricated, the construction process of each floor can be standardized, and a building with excellent construction accuracy can be constructed at lower cost.
更にまた、作業空間が大屋根で覆われているので、天
候に左右されず、また、遮音の役目もはたせ周辺環境を
阻害することが少いので、24時間の作業を可能にして、
工期を大幅に短縮することができる。Furthermore, since the work space is covered with a large roof, it is not affected by the weather, and it also plays a role of sound insulation and does not hinder the surrounding environment, so it is possible to work 24 hours,
The construction period can be significantly reduced.
第1図は建築作業用大屋根自昇装置の概略を示す説明
図、第2図(イ)〜(ハ)は本発明により大屋根を上昇
する状況を示す説明図、第3図は把持手段の構成を示す
平面図、第4図(イ)〜(ヘ)は従来のビル建設システ
ムにおいてリフトアップする工程を示す模擬図である。 10……建築作業用大屋根自昇装置、11……大屋根、12…
…支柱、13……既設建造物、14……作業空間、20……伸
縮装置、21,22……把持手段、23……外柱。FIG. 1 is an explanatory view showing an outline of a large roof self-elevating device for construction work, FIGS. 2 (a) to (c) are explanatory views showing a situation in which a large roof is raised by the present invention, and FIG. 4 (a) to 4 (f) are simulated views showing steps of lifting up in a conventional building construction system. 10… Large roof self-elevating device for construction work, 11… Large roof, 12…
... pillars, 13 ... existing buildings, 14 ... working space, 20 ... telescopic devices, 21, 22 ... gripping means, 23 ... outer pillars.
フロントページの続き (72)発明者 杉浦 仁志 東京都港区北青山2丁目5番8号 株式 会社間組内 (56)参考文献 特開 平4−118438(JP,A)Continuation of front page (72) Inventor Hitoshi Sugiura 2-5-8 Kitaaoyama, Minato-ku, Tokyo Intra-company group (56) References JP-A-4-118438 (JP, A)
Claims (2)
支持するため既設建造物の柱と対応する所定位置に配設
し、大屋根と既設建造物との間に作業空間を形成する支
柱とを備え、 該支柱の下端には前記大屋根を上昇させるための伸縮装
置が連設され、該伸縮装置の上下端部には、反力を受け
るため前記既設建造物の柱を横方向から把持する把持手
段が各別に設けられ、 前記伸縮装置は、それ自体の長さが伸縮可能に形成さ
れ、これにより該伸縮装置の上下端部に設けられた把持
手段の離隔長さを可変にした建築作業用大屋根自昇装
置。A large roof covering an upper part of a building, and a predetermined space corresponding to a pillar of the existing building for supporting the large roof, and a work space is provided between the large roof and the existing building. A column is formed, and a telescopic device for raising the large roof is continuously provided at a lower end of the column, and upper and lower ends of the telescopic device are provided with columns of the existing building to receive a reaction force. A gripping means for gripping from the lateral direction is separately provided, and the telescopic device is formed so that the length of the telescopic device itself can be expanded and contracted, whereby the separation length of the gripping means provided at the upper and lower ends of the telescopic device is reduced. Variable roof self-elevating device for construction work.
れ、それ自体の長さが伸縮可能に形成された伸縮装置の
上端に位置する第1の把持手段と、その下端に位置する
第2の把持手段とにより既設建造物の柱を側方より把持
して反力を受ける工程と、 前記第1の把持手段を解除し、前記第2の把持手段によ
り反力を受けつつ前記伸縮装置自体の長さを伸長して大
屋根を上昇させ、所定の高さまで大屋根が上昇したら第
1の把持手段で前記既設建造物の柱を把持する工程と、 該把持させた第1の把持手段により反力を受けつつ前記
第2の把持手段を解除し、前記伸縮装置自体の長さを収
縮して、前記第2の把持手段を上方に移動させ再び既設
建造物の柱を把持する工程とからなり、 前記各工程を順次繰り返して大屋根と既設建造物との間
の作業空間において建造物の構築を行なう中・高層建造
物の構築方法。2. A first gripping means which is connected to a lower end of a pillar for supporting a large roof and which is located at an upper end of a telescopic device whose length is extendable and contractable, and which is located at a lower end thereof. A step of gripping a column of an existing building from the side with a second gripping means and receiving a reaction force; and releasing the first gripping means and performing the expansion and contraction while receiving the reaction force by the second gripping means. Elongating the length of the device itself to raise the large roof, and when the large roof is raised to a predetermined height, gripping the pillars of the existing building with first gripping means; Releasing the second gripping means while receiving the reaction force by the means, contracting the length of the telescopic device itself, moving the second gripping means upward, and gripping the column of the existing building again The above steps are sequentially repeated to perform the work between the large roof and the existing building. How to build in high-rise buildings for performing the construction of a building between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2266620A JP2657577B2 (en) | 1990-10-05 | 1990-10-05 | Large roof self-elevating device for construction work and method of constructing middle and high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2266620A JP2657577B2 (en) | 1990-10-05 | 1990-10-05 | Large roof self-elevating device for construction work and method of constructing middle and high-rise building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04146345A JPH04146345A (en) | 1992-05-20 |
| JP2657577B2 true JP2657577B2 (en) | 1997-09-24 |
Family
ID=17433347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2266620A Expired - Lifetime JP2657577B2 (en) | 1990-10-05 | 1990-10-05 | Large roof self-elevating device for construction work and method of constructing middle and high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2657577B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04176935A (en) * | 1990-11-08 | 1992-06-24 | Ohbayashi Corp | Construction method for multistory building |
| JPH04357226A (en) * | 1991-02-01 | 1992-12-10 | Kajima Corp | All-weather construction method |
| JP2729724B2 (en) * | 1992-06-19 | 1998-03-18 | 佐藤工業株式会社 | Automatic all-weather temporary roof climbing device |
| CN114991494B (en) * | 2022-08-04 | 2022-11-29 | 北京建工集团有限责任公司 | Construction deformation control method for oblique crossing single-layer grid structure under irregular supporting condition |
| CN116950315B (en) * | 2023-07-28 | 2024-07-26 | 中国建筑第二工程局有限公司 | Construction method of special-shaped arc roof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2750472B2 (en) * | 1990-09-07 | 1998-05-13 | 三菱重工業株式会社 | Building construction method and device |
-
1990
- 1990-10-05 JP JP2266620A patent/JP2657577B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04146345A (en) | 1992-05-20 |
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