JP2876957B2 - Self-elevating construction equipment - Google Patents
Self-elevating construction equipmentInfo
- Publication number
- JP2876957B2 JP2876957B2 JP27380393A JP27380393A JP2876957B2 JP 2876957 B2 JP2876957 B2 JP 2876957B2 JP 27380393 A JP27380393 A JP 27380393A JP 27380393 A JP27380393 A JP 27380393A JP 2876957 B2 JP2876957 B2 JP 2876957B2
- Authority
- JP
- Japan
- Prior art keywords
- support
- outer peripheral
- construction
- column
- climbing
- 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は、建築中の構造物の上
方を覆って設けられる建設装置の自昇方法に関し、特
に、既設構造物の外周構造材から支持反力を得つつ建設
装置を構造物の構築に伴って順次上方に移動する建設装
置の自昇方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of self-elevating a construction device provided over a structure under construction, and more particularly to a method of constructing a construction device while obtaining a supporting reaction force from an outer peripheral structural material of an existing structure. The present invention relates to a self-elevating method of a construction apparatus which sequentially moves upward with the construction of a structure.
【0002】[0002]
【従来の技術】近年、高層建築物の建設工事における労
働力の不足等を解決する手段として、建設装置が採用さ
れている。この建設装置は、構造材の揚重、組付けや、
コンクリートの打設等の構築作業を、天井走行クレーン
及び各種作業用ロボット等を有機的に連係させて行うシ
ステムを備えており、このシステムによって構築作業の
自動化、省人化を図るものである。2. Description of the Related Art In recent years, construction equipment has been employed as a means for solving the shortage of labor in construction work of high-rise buildings. This construction equipment can lift and assemble structural materials,
The system is provided with a system for performing construction work such as concrete casting by organically linking an overhead traveling crane, various work robots, and the like. This system aims to automate the construction work and save labor.
【0003】かかる建設装置50は、例えば図5に示す
ように、建築中の構造物の最上階の上方を覆うととも
に、その下部に前記天井走行クレーン等の作業施設が配
設される組立作業用ステージ52と、該ステージ52よ
り下方の既設構造物51の外周柱部材53から支持反力
を得てこのステージ52を支持する支持柱54とからな
り、支持柱54の下端部に設けたクライミング装置55
により自昇しつつ、順次既設構造物51の上方にさらに
構造物を構築してゆくものである。As shown in FIG. 5, for example, as shown in FIG. 5, the construction apparatus 50 covers the upper part of the top floor of a structure under construction, and the work facility such as the overhead traveling crane is disposed below the construction apparatus. A climbing device provided at a lower end of the support column 54, comprising a stage 52 and a support column 54 for supporting the stage 52 by obtaining a support reaction force from an outer peripheral column member 53 of the existing structure 51 below the stage 52. 55
, The structure is successively constructed above the existing structure 51 while ascending.
【0004】すなわち、クライミング装置55は、垂直
方向に伸縮する伸縮手段56と、この伸縮手段56を挟
んでこれの上下二箇所に配設され、水平方向に開閉して
前記既設構造物の外周柱部材を側方から把持する係止手
段57とからなり、例えば、図6(a)〜(c)に示す
ように、上下の係止手段57のうちのいずれか一方の係
止手段57による外周柱部材53への係止状態を保持し
ながら、伸縮手段56を伸縮しつつ他方の係止手段57
を移動させ、外周柱部材53に係止する上下の係止手段
57を交互に盛り換えて、いわゆる尺取虫方式で建設装
置50を上方に自昇してゆくものである。That is, the climbing device 55 is provided with expansion and contraction means 56 which expands and contracts in the vertical direction, and is disposed at two upper and lower positions with the expansion and contraction means 56 interposed therebetween. 6 (a) to 6 (c), for example, as shown in FIGS. 6 (a) to 6 (c), the outer periphery of one of the upper and lower locking means 57. While maintaining the locked state to the column member 53, the other locking means 57
Is moved, and the upper and lower locking means 57 for locking to the outer peripheral column member 53 are alternately rearranged, and the construction device 50 is lifted upward by a so-called scaleworm method.
【0005】[0005]
【発明が解決しようとする問題点】しかしながら、前述
した従来のクライミング装置55による、上下の係止手
段57を交互に盛り換えるいわゆる尺取虫方式によって
建設装置50を自昇する方法おいては、一方の係止手段
57の係止状態を保持しつつ、他方の係止手段57を外
周柱部材53から開放して移動させるため、上昇の際の
係止手段57の盛り換え時では、常に一方の係止手段5
7が開放された状態となる。従って、係止手段57を伸
縮手段56の上下二箇所に設けているにも拘わらず、外
周柱部材53へ係止する係止手段57はいずれか一方の
みとなる。However, in the above-described conventional climbing device 55, the construction device 50 is self-elevated by the so-called shading insect method in which the upper and lower locking means 57 are alternately changed. Since the other locking means 57 is released from the outer peripheral column member 53 and moved while maintaining the locked state of the locking means 57, one of the locking means is always used when the locking means 57 is repositioned when ascending. Stop means 5
7 is opened. Therefore, although the locking means 57 are provided at two locations above and below the expansion / contraction means 56, only one of the locking means 57 for locking to the outer peripheral column member 53 is provided.
【0006】すなわち、係止手段57による係止は、既
設構造物51の側方から行われ、従って外周柱部材53
の中心軸から支持柱54の中心軸が偏心することにより
当該係止部には大きな曲げモーメントが作用する。従っ
て、いずれか一方の係止手段57が遊んだ状態となるに
も拘わらずかかる大きな曲げモーメントに抵抗するため
に上下二段の係止手段57をともに大がかりな装置とす
る必要があり、このためかかる曲げモーメントに効率よ
く抵抗することができないという問題があった。That is, the locking by the locking means 57 is performed from the side of the existing structure 51, so that the outer peripheral column member 53 is locked.
The center axis of the support column 54 is eccentric from the center axis of the support column 54, so that a large bending moment acts on the locking portion. Therefore, in order to resist such a large bending moment in spite of one of the locking means 57 being idle, it is necessary to make both upper and lower locking means 57 large devices. There was a problem that it was not possible to efficiently resist such a bending moment.
【0007】そこで、本発明は上記問題点を解消すべく
なされたもので、支持柱の外周構造材への係止部に生じ
る曲げモーメントに効率よく抵抗することができるとと
ともに、建設装置の上昇を安全に且つ安定して行うこと
のできる建設装置の自昇方法を提供することを目的とす
る。The present invention has been made in order to solve the above-mentioned problems, and it is possible to efficiently resist a bending moment generated at a locking portion of a supporting column to an outer peripheral structural material, and to raise a construction apparatus. It is an object of the present invention to provide a self-elevating method of a construction apparatus capable of safely and stably performing the construction.
【0008】[0008]
【問題点を解決するための手段】本発明は上記目的を達
成すべくなされたものであり、その要旨は、建築中の構
造物の上方を覆って配設される組立作業用ステージと、
該組立作業用ステージを支持する支持柱であって、該ス
テージより下方に位置する既設構造物の外周構造材と係
止して支持反力を得る支持柱とからなる建設装置を、前
記支持柱の各下端部に設けたクライミング装置により、
構造物の構築に伴って順次上方に移動するための建設装
置の自昇方法において、前記クライミング装置を、該ク
ライミング装置の本体から既設構造物側に突出し、水平
方向に開閉して外周柱部材を把持することにより該外周
柱部材から支持反力を得る支持アームを有する係止手段
と、前記クライミング装置の本体に沿って支持柱の下端
部を上下方向にスライドさせる昇降手段とによって構成
し、前記全ての支持柱のクライミング装置により支持反
力を得つつ支持柱の下端部を上方にスライド移動するこ
とにより1層分の建設装置の上昇が終了した後に、少な
くとも1本の支持柱の係止手段を開放するとともに昇降
手段によりクライミング装置を支持柱に沿って上方にス
ライド移動して、当該クライミング装置の係止手段を上
層の外周柱部材及び外周梁部材に係止する工程と、引き
続き、他の支持柱のうち少なくとも1本の支持柱の係止
手段を開放するとともに昇降手段によりクライミング装
置を支持柱に沿って上方にスライド移動して、当該クラ
イミング装置の係止手段を上層の外周柱部材及び外周梁
部材に係止し、かかる作業を繰り返すことにより全ての
支持柱を上層の外周柱部材及び外周梁部材に係止する工
程と、前記上層に移動した全ての支持柱のクライミング
装置により支持反力を得つつ支持柱の下端部を上方にス
ライド移動することにより建設装置をさらに1層分上昇
させる工程とからなり、かかる工程を順次繰り返すこと
により、構造物の構築に伴って順次上方に建設装置を移
動することを特徴とする建設装置の自昇方法にある。SUMMARY OF THE INVENTION The present invention has been made to achieve the above object, and its gist is to provide an assembling stage disposed over a structure under construction;
A supporting column for supporting the assembly work stage, the supporting column being provided below the stage and engaging with an outer peripheral structural member of an existing structure to obtain a supporting reaction force; By the climbing device provided at each lower end of
In the self-elevating method of a construction device for sequentially moving upward along with the construction of a structure, the climbing device projects from a main body of the climbing device toward an existing structure, and opens and closes horizontally to form an outer peripheral column member. A locking means having a support arm for obtaining a support reaction force from the outer peripheral column member by gripping, and a lifting means for vertically sliding a lower end portion of the support column along the main body of the climbing device; After the ascent of the construction device for one layer is completed by sliding the lower end of the support column upward while obtaining the support reaction force by the climbing devices of all the support columns, the locking means of at least one support column The climbing device is slid up and down along the supporting column by the lifting / lowering means, and the locking means of the climbing device is moved to the outer peripheral column member and the upper layer. The step of locking to the outer peripheral beam member, and subsequently, the locking means of at least one of the other support columns is released, and the climbing device is slid upward along the support column by the elevating means, A step of locking the locking means of the climbing device to the outer peripheral column member and the outer beam member of the upper layer, and locking all the support columns to the upper peripheral column member and the outer beam member by repeating such operations; A step of sliding the lower end of the support column upward while moving the lower end of the support column upward by one layer while obtaining a support reaction force by the climbing device of all the support columns moved to the upper layer, and this process is sequentially repeated. Accordingly, there is provided a method of self-elevating a construction apparatus, wherein the construction apparatus is sequentially moved upward along with the construction of a structure.
【0009】また、この発明の建設装置の自昇方法で
は、前記クライミング装置の係止手段として、水平方向
に開閉する上下二段の支持アームからなるものを用い、
少なくとも一方の支持アームにより外周柱部材を抱き込
みつつ、建設装置を上方に移動することが好ましい。Further, in the self-elevating method of the construction apparatus according to the present invention, as the locking means of the climbing apparatus, one comprising a two-stage upper and lower support arm that opens and closes in a horizontal direction is used.
It is preferable to move the construction apparatus upward while hugging the outer peripheral column member by at least one support arm.
【0010】[0010]
【作用】本発明の建設装置の自昇方法によれば、全ての
支持柱のクライミング装置を用いて建設装置を1層分上
昇した後に、各クライミング装置を上方に盛り換える際
には、選択された一部の支持柱のクライミング装置を、
残りの支持柱のクライミング装置による係止状態を保持
しつつ上方に盛り換える工程を順次繰り返すことによ
り、全てのクライミング装置を上層の外周柱部材に係止
するので、盛り換えられる各クライミング装置の支持ア
ームを開放した場合でも、建設装置は他の支持柱によっ
て安定して支持される。According to the self-elevating method of the construction equipment of the present invention, when the construction equipment is raised by one layer using the climbing equipment of all the supporting columns, when each climbing equipment is to be relocated upward, it is selected. Climbing device of some support pillars
By sequentially repeating the process of refilling the remaining support pillars upward while maintaining the locked state by the climbing device, all the climbing devices are locked to the outer peripheral pillar member of the upper layer, so that the support of each climbing device to be refilled is supported. Even when the arm is opened, the construction device is stably supported by the other support columns.
【0011】また、前記クライミング装置の係止手段を
水平方向に開閉する上下二段の支持アームによって構成
し、少なくとも一方の支持アームによって外周柱部材を
抱き込みつつ、建設装置を上方に移動するようにすれ
ば、外周柱部材と支持柱との偏心によるモーメントに容
易に抵抗してクライミング装置の本体が傾斜するのを防
止することができる。Further, the locking means of the climbing device is constituted by upper and lower two-stage support arms which open and close in a horizontal direction, and the construction device is moved upward while hugging the outer peripheral column member by at least one of the support arms. According to this configuration, it is possible to easily resist the moment due to the eccentricity between the outer peripheral column member and the support column and prevent the climbing device main body from tilting.
【0012】[0012]
【実施例】以下、本発明の好適な実施例について添付図
面を参照して詳細に説明する。図1は、構造物10を構
築するため構造物10の上方を覆って設けられた建設装
置11を、本発明の建設装置の自昇方法によって、該構
造物10の構築に伴って上方に移動させる一実施例を示
す説明図である。Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 shows a construction apparatus 11 provided over the structure 10 for constructing the structure 10, which is moved upward along with the construction of the structure 10 by the self-elevating method of the construction apparatus of the present invention. FIG. 7 is an explanatory diagram showing an example of the operation.
【0013】建設装置11は、建築中の構造物10の最
上階の上方を覆う組立作業用ステージ12と、この組立
作業用ステージ12の荷重を、下方の既設構造物10の
外周構造材である外周柱部材13及び外周梁部材14か
ら支持反力を得て支持する支持柱15とから構成され
る。そして、組立作業用ステージ12は、天井走行クレ
ーンや各種作業用ロボット等の施設を備え、この作業用
ステージ12と既設構造物10の上端との間に形成され
た作業空間30内において構造物10を順次上方に構築
してゆくものである。一方、支持柱15は、係止手段と
しての上下二段の支持アーム17,18と昇降手段19
とからなるクライミング装置16をその下端部に有して
おり、このクライミング装置16により当該支持柱15
を外周柱部材13に沿って上方にスライド移動すること
により、作業用ステージ12、すなわち建設装置11を
上昇してゆくものである。The construction apparatus 11 is an assembly work stage 12 that covers the uppermost floor of the structure 10 under construction, and a load applied to the assembly work stage 12 is an outer peripheral structural material of the existing structure 10 below. The supporting column 15 is configured to obtain a supporting reaction force from the outer peripheral beam member 13 and the outer peripheral beam member 14 and to support the supporting member. The assembly work stage 12 includes facilities such as an overhead traveling crane and various work robots, and has a structure 10 in a work space 30 formed between the work stage 12 and the upper end of the existing structure 10. Are sequentially built upward. On the other hand, the support column 15 is provided with two upper and lower support arms 17 and 18 as locking means and a lifting and lowering means 19.
At the lower end thereof, and the supporting column 15 is provided by the climbing device 16.
Is moved upward along the outer peripheral column member 13, whereby the work stage 12, that is, the construction device 11 is raised.
【0014】また、図2に拡大して示すように、前記ク
ライミング装置16を構成する前記上下二段の上側支持
アーム17及び下側支持アーム18は、クライミング装
置16の本体40から既設構造物10側に突出し、クラ
イミング装置16の両側部に設けられた回転ロッド2
0,20によって水平方向に開閉する左右一対の水平断
面L字形の把持部材41,42から構成されている。そ
して、これらの一対の把持部材41,42を当該クライ
ミング装置16と対向する既設構造物10の外周柱部材
13の左右両側から掛け回すことにより、該外周柱部材
13を側方から把持して、クライミング装置16によっ
て前記支持柱15と外周柱部材13とを係止する。ま
た、下側支持アーム18は、隣接する外周柱部材13間
に架設された外周梁部材14上に係止保持されて当該外
周梁部材14からも支持反力を得るように構成されると
ともに、図3にも示すように、斜め部材21を介してク
ライミング装置16の本体40と連結し、当該本体40
と一体となって建設装置11の荷重を安定して支持する
ようになっている。また、上側支持アーム17は、外周
柱部材13を抱き込むようになっている。As shown in an enlarged view in FIG. 2, the upper and lower support arms 17 and 18 of the climbing device 16 are separated from the main body 40 of the climbing device 16 by the existing structure 10. Rotating rods 2 protruding to the sides and provided on both sides of the climbing device 16.
It is constituted by a pair of left and right gripping members 41 and 42 having an L-shaped horizontal cross section which can be opened and closed in the horizontal direction by 0 and 20. Then, the pair of gripping members 41 and 42 are wrapped around the right and left sides of the outer peripheral column member 13 of the existing structure 10 facing the climbing device 16, thereby gripping the outer peripheral column member 13 from the side. The supporting column 15 and the outer peripheral column member 13 are locked by a climbing device 16. Further, the lower support arm 18 is configured to be locked and held on an outer peripheral beam member 14 provided between the adjacent outer peripheral column members 13 so as to obtain a support reaction force from the outer peripheral beam member 14, As shown in FIG. 3, the main body 40 is connected to the main body 40 of the climbing device 16 through the oblique member 21.
And the load of the construction device 11 is stably supported. The upper support arm 17 holds the outer peripheral column member 13.
【0015】一方、前記クライミング装置16を構成す
る前記昇降手段19は、クライミング装置16の本体4
0内に挿通配置される支持柱15の下端部外周面に形成
されたラック部22と、該本体40の下方において前記
ラック部22を挟んで配設されるとともに前記ラック部
22と噛合する一対のピニオン23を有するギアボック
ス24とから構成される。そして、ラック部22とピニ
オン23はギアー機構を構成し、ピニオン23を回転駆
動することによりラック部22をクライミング装置16
の本体40に対し相対的に進退させ、これにより、支持
柱15をクライミング装置16の本体40に沿って上下
方向にスライド移動させる。On the other hand, the lifting / lowering means 19 constituting the climbing device 16 includes a main body 4 of the climbing device 16.
And a pair of rack portions 22 formed on the outer peripheral surface of the lower end portion of the support column 15 inserted through the inside of the main body 40 and disposed below the main body 40 with the rack portions 22 interposed therebetween and engaged with the rack portions 22. And a gear box 24 having a pinion 23. The rack section 22 and the pinion 23 constitute a gear mechanism, and the rack section 22 is rotated by driving the pinion 23 to thereby move the rack section 22 to the climbing device 16.
The support column 15 is vertically slid along the main body 40 of the climbing device 16.
【0016】次に、上記構成を有するクライミング装置
16により建設装置11を上方に移動する工程を図4を
用いて説明する。すなわち、本実施例の建設装置の自昇
方法によって建設装置11を順次上昇するには、まず、
図4(a)に示すように、全ての支持柱15のクライミ
ング装置16を各外周柱部材13及び外周梁部材14に
係止した状態から、各昇降手段19を同時に作動して支
持柱15を各クライミング装置16の本体40に沿って
上方にスライド移動することにより建設装置11を上方
に移動する。Next, a step of moving the construction apparatus 11 upward by the climbing apparatus 16 having the above configuration will be described with reference to FIG. That is, in order to sequentially raise the construction device 11 by the construction device self-elevating method of the present embodiment, first,
As shown in FIG. 4 (a), from the state where the climbing devices 16 of all the supporting columns 15 are locked to the respective outer peripheral column members 13 and the outer peripheral beam members 14, the respective lifting / lowering means 19 are simultaneously operated to move the supporting columns 15 together. The construction apparatus 11 is moved upward by sliding upward along the main body 40 of each climbing apparatus 16.
【0017】そして、1階層分の建設装置11の上昇が
終了したら、次に、各クライミング装置16を、より上
層階に位置する既設構造物10の各外周柱部材13及び
外周梁部材14に係止させるべくこれらを上方に盛り換
える。すなわち、図4(b)に示すように、少なくとも
一本の支持柱として、Bの支持柱15の支持アーム1
7,18を開放するとともに、この支持柱15の昇降手
段19を作動すれば、クライミング装置16は支持柱1
5に沿って上方に移動することになる。なお、この際
に、建設装置11は、残りのA,C,Dの支持柱15に
よって引き続き安定支持される。When the climbing of the construction apparatus 11 for one level is completed, each climbing apparatus 16 is connected to each of the outer column members 13 and the outer beam members 14 of the existing structure 10 located on the upper floor. These are repositioned upward to stop. That is, as shown in FIG. 4B, the support arm 1 of the support column 15 of B is used as at least one support column.
When the lifting means 19 of the support column 15 is actuated while opening the 7, 7 and the climbing device 16, the support column 1
5 will move upwards. At this time, the construction device 11 is continuously and stably supported by the remaining support columns 15 of A, C, and D.
【0018】そして、Bの支持柱15の支持アーム1
7,18をより上層階に位置する各外周柱部材13及び
外周梁部材14に係止させたら、図4(c)に示すよう
に、残りのA,C,Dの支持柱15について同様の作業
を繰り返してこれらのクライミング装置16を各々順次
上方に盛り換える。すなわち、各クライミング装置16
を盛り換える際に、建設装置11は残りのクライミング
装置16によって常に強固に支持されるので、かかる作
業を安全に行なうことができる。The supporting arm 1 of the supporting column 15 of B
When the outer peripheral members 7 and 18 are engaged with the outer peripheral column members 13 and the outer peripheral beam members 14 located on the higher floors, the same is applied to the remaining support columns 15 of A, C and D as shown in FIG. The operation is repeated, and these climbing devices 16 are sequentially rearranged upward. That is, each climbing device 16
When the construction is changed, the construction device 11 is always firmly supported by the remaining climbing devices 16, so that such work can be performed safely.
【0019】全ての支持柱15についてクライミング装
置16の盛り換え作業が終了したら、再び図4(a)に
示すように、全ての支持柱15のクライミング装置16
を各外周柱部材13及び外周梁部材14に係止した状態
から、各昇降手段19を同時に作動して支持柱15を各
クライミング装置16の本体40に沿って上方にスライ
ド移動することにより建設装置11をさらに上方に移動
する。ここで、各クライミング装置16は支持柱15
に、上下二段の支持アーム17,18を介して係止され
ているので、外周柱部材13の中心軸と支持柱15の中
心軸との偏心により当該係止部に大きな曲げモーメント
が負荷される場合でも、効率良くこれに抵抗することが
できるとともに、上側支持アーム17は、外周柱部材1
3を抱き込んでいるので、クライミング装置16の本体
40が傾斜するのを防止する。After the work of changing the climbing device 16 for all the support columns 15 is completed, as shown in FIG.
From the state where the support pillars 15 are locked to the outer peripheral column members 13 and the outer peripheral beam members 14, the respective lifting / lowering means 19 are simultaneously operated to slide the support columns 15 upward along the main bodies 40 of the respective climbing devices 16. 11 is moved further upward. Here, each climbing device 16 is supported by a support pillar 15.
Are locked via the upper and lower support arms 17 and 18, a large bending moment is applied to the locking portion due to the eccentricity between the central axis of the outer peripheral column member 13 and the central axis of the support column 15. In this case, it is possible to efficiently resist this, and the upper support arm 17
3 is held, so that the main body 40 of the climbing device 16 is prevented from tilting.
【0020】なお、本実施例ではクライミング装置16
の上層階への盛り換え作業を支持柱15一本毎に行う場
合について記載したが、本発明はこれに限定されるもの
ではなく、建設装置11を安定して支持することのでき
る支持柱15の本数や位置等を鑑みて選択された複数本
の支持柱15毎にクライミング装置16の盛り換え作業
を行うようにしてもよい。In this embodiment, the climbing device 16
The above description has been made on the case in which the work of changing to the upper floor is performed for each support column 15, but the present invention is not limited to this, and the support column 15 capable of stably supporting the construction device 11 is described. The climbing operation of the climbing device 16 may be performed for each of the plurality of support columns 15 selected in consideration of the number, position, and the like of the climbing devices.
【0021】また、本実施例では、クライミング装置の
支持アームを上下二段に配設したが、これを上下いずれ
か一方のみとすることもできる。In the present embodiment, the support arms of the climbing device are arranged in two stages, upper and lower, but it is also possible to arrange only one of the upper and lower stages.
【0022】[0022]
【発明の効果】以上述べたように、本発明の建設装置の
自昇方法によれば、選択された一部の支持柱のクライミ
ング装置の係止手段を開放してこれを盛り換える際に
は、建設装置は残りの支持柱のクライミング装置によっ
て常に強固に支持されるとともに、建設装置を上昇させ
る際には、すべてのクライミング装置によって支持反力
を得るので、支持柱の外周構造材への係止部に生じる曲
げモーメントに効率よく抵抗できる。これにより建設装
置の上昇を安全に且つ安定して行うことができる。As described above, according to the self-elevating method of the construction device of the present invention, when the locking means of the climbing device of the selected part of the support columns is released and the reversion is performed, Since the construction equipment is always firmly supported by the climbing device of the remaining support columns, and when the construction device is raised, the support reaction force is obtained by all the climbing devices. Effectively resists bending moment generated at the stop. This allows the construction equipment to be safely and stably raised.
【0023】また、クライミング装置の係止手段を上下
二段の支持アームによって構成し、少なくとも一方の支
持アームによって外周柱部材を抱き込みつつ建設装置を
上方に移動することにより、クライミング装置の本体が
傾斜するのを容易に防止することができる。Further, the locking means of the climbing device is constituted by upper and lower support arms, and the construction device is moved upward while holding the outer peripheral column member by at least one of the support arms. Inclination can be easily prevented.
【図1】本発明の建設装置の自昇方法の一実施例を示す
説明図である。FIG. 1 is an explanatory view showing one embodiment of a self-elevating method of a construction apparatus according to the present invention.
【図2】本実施例において採用するクライミング装置の
詳細を示す斜視図である。FIG. 2 is a perspective view illustrating details of a climbing device employed in the present embodiment.
【図3】クライミング装置の係止手段である上下支持ア
ームの係止状態を、クライミング装置の側方から見て示
す説明図である。FIG. 3 is an explanatory diagram showing a locking state of an upper and lower support arm, which is locking means of the climbing device, as viewed from a side of the climbing device.
【図4】(a)〜(c)は本実施例における建設装置の
自昇方法の作業手順を示す説明図である。FIGS. 4A to 4C are explanatory diagrams showing work procedures of a self-elevating method of the construction apparatus according to the present embodiment.
【図5】従来の建設装置の一例を示す説明図である。FIG. 5 is an explanatory view showing an example of a conventional construction device.
【図6】(a)〜(c)は従来の建設装置の自昇方法の
作業手順を示す説明図でありる。6 (a) to 6 (c) are explanatory views showing work procedures of a conventional self-elevating method of a construction apparatus.
10 既設構造物 11 建設装置 12 組立作業用ステージ 13 外周柱部材(外周構造材) 14 外周梁部材(外周構造材) 15 支持柱 16 クライミング装置 17 上側支持アーム 18 下側支持アーム 40 クライミング装置の本体 DESCRIPTION OF SYMBOLS 10 Existing structure 11 Construction apparatus 12 Assembly work stage 13 Peripheral column member (peripheral structural material) 14 Peripheral beam member (peripheral structural material) 15 Support pillar 16 Climbing device 17 Upper support arm 18 Lower support arm 40 Main body of climbing device
───────────────────────────────────────────────────── フロントページの続き (72)発明者 栗田 康平 東京都清瀬市下清戸4丁目640番地 株 式会社大林組技術研究所内 (56)参考文献 特開 平6−146590(JP,A) 特開 平5−295895(JP,A) 特開 平4−357226(JP,A) 特開 平4−146345(JP,A) (58)調査した分野(Int.Cl.6,DB名) E04G 21/14 E04B 1/35 ──────────────────────────────────────────────────続 き Continuation of front page (72) Inventor Kohei Kurita 4-640 Shimoseito, Kiyose-shi, Tokyo Inside Obayashi Corporation Technical Research Institute (56) References JP-A-6-146590 (JP, A) JP-A-5 −295895 (JP, A) JP-A-4-357226 (JP, A) JP-A-4-146345 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E04G 21/14 E04B 1/35
Claims (2)
る組立作業用ステージと、該組立作業用ステージを支持
する支持柱であって、該ステージより下方に位置する既
設構造物の外周構造材と係止して支持反力を得る支持柱
とからなる建設装置を、前記支持柱の各下端部に設けた
クライミング装置により、構造物の構築に伴って順次上
方に移動するための建設装置の自昇方法において、 前記クライミング装置を、該クライミング装置の本体か
ら既設構造物側に突出し、水平方向に開閉して外周柱部
材を把持することにより該外周柱部材から支持反力を得
る支持アームを有する係止手段と、前記クライミング装
置の本体に沿って支持柱の下端部を上下方向にスライド
させる昇降手段とによって構成し、 前記全ての支持柱のクライミング装置により支持反力を
得つつ支持柱の下端部を上方にスライド移動することに
より1層分の建設装置の上昇が終了した後に、少なくと
も1本の支持柱の係止手段を開放するとともに昇降手段
によりクライミング装置を支持柱に沿って上方にスライ
ド移動して、当該クライミング装置の係止手段を上層の
外周柱部材及び外周梁部材に係止する工程と、 引き続き、他の支持柱のうち少なくとも1本の支持柱の
係止手段を開放するとともに昇降手段によりクライミン
グ装置を支持柱に沿って上方にスライド移動して、当該
クライミング装置の係止手段を上層の外周柱部材及び外
周梁部材に係止し、かかる作業を繰り返すことにより全
ての支持柱を上層の外周柱部材及び外周梁部材に係止す
る工程と、 前記上層に移動した全ての支持柱のクライミング装置に
より支持反力を得つつ支持柱の下端部を上方にスライド
移動することにより建設装置をさらに1層分上昇させる
工程とからなり、 かかる工程を順次繰り返すことにより、構造物の構築に
伴って順次上方に建設装置を移動することを特徴とする
建設装置の自昇方法。1. An assembly work stage disposed over a structure under construction, and a supporting column for supporting the assembly work stage, wherein the support structure includes an existing structure located below the stage. A climbing device provided at each lower end of the support column for sequentially moving a construction device including a support column that obtains a support reaction force by engaging with the outer peripheral structural material upward along with the construction of the structure. In the self-elevating method of the construction device, the climbing device is protruded from the main body of the climbing device toward the existing structure, opened and closed in a horizontal direction, and grips the outer peripheral column member to obtain a support reaction force from the outer peripheral column member. A locking means having a support arm, and an elevating means for vertically sliding a lower end of the support column along the main body of the climbing device; After the lower end of the support column is slid upward while obtaining the support reaction force, after the ascent of the construction apparatus for one layer is completed, the locking means of at least one support column is opened and the climbing means is used for climbing. A step of sliding the device upward along the supporting column to lock the locking means of the climbing device to the outer peripheral column member and the outer peripheral beam member of the upper layer; and subsequently, at least one of the other supporting columns. The climbing device is slid upward along the support column by the lifting and lowering means while releasing the locking means of the support column, and the locking means of the climbing device is locked to the upper peripheral pillar member and the outer peripheral beam member, By repeating such operations, a step of locking all the support pillars to the outer peripheral pillar member and the outer peripheral beam member in the upper layer, and a step of climbing all the support pillars moved to the upper layer, And moving the lower end of the support column upward while obtaining the support reaction force, thereby raising the construction device by one layer. This process is sequentially repeated to sequentially build the structure. A self-elevating method for a construction apparatus, comprising moving the construction apparatus upward.
方向に開閉する上下二段の支持アームからなり、少なく
とも一方の支持アームにより外周柱部材を抱き込みつ
つ、建設装置を上方に移動することを特徴とする請求項
1に記載の建設装置の自昇方法。2. The climbing device according to claim 1, wherein said locking means comprises upper and lower two-stage support arms which open and close in a horizontal direction, wherein said at least one support arm embraces said outer peripheral column member and moves said construction device upward. The self-elevating method for a construction apparatus according to claim 1, wherein:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27380393A JP2876957B2 (en) | 1993-11-01 | 1993-11-01 | Self-elevating construction equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27380393A JP2876957B2 (en) | 1993-11-01 | 1993-11-01 | Self-elevating construction equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07127260A JPH07127260A (en) | 1995-05-16 |
JP2876957B2 true JP2876957B2 (en) | 1999-03-31 |
Family
ID=17532796
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27380393A Expired - Lifetime JP2876957B2 (en) | 1993-11-01 | 1993-11-01 | Self-elevating construction equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2876957B2 (en) |
-
1993
- 1993-11-01 JP JP27380393A patent/JP2876957B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH07127260A (en) | 1995-05-16 |
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