JP3119982B2 - Self-elevating construction equipment - Google Patents

Self-elevating construction equipment

Info

Publication number
JP3119982B2
JP3119982B2 JP05290883A JP29088393A JP3119982B2 JP 3119982 B2 JP3119982 B2 JP 3119982B2 JP 05290883 A JP05290883 A JP 05290883A JP 29088393 A JP29088393 A JP 29088393A JP 3119982 B2 JP3119982 B2 JP 3119982B2
Authority
JP
Japan
Prior art keywords
pin
construction
outer peripheral
column
self
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 - Fee Related
Application number
JP05290883A
Other languages
Japanese (ja)
Other versions
JPH07139176A (en
Inventor
哲郎 森
敏孝 酒見
秀治 三宅
哲夫 塚本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Hitachi Zosen Corp
Original Assignee
Obayashi Corp
Hitachi Zosen Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Corp, Hitachi Zosen Corp filed Critical Obayashi Corp
Priority to JP05290883A priority Critical patent/JP3119982B2/en
Publication of JPH07139176A publication Critical patent/JPH07139176A/en
Application granted granted Critical
Publication of JP3119982B2 publication Critical patent/JP3119982B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【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、既設構造物の外周柱部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 self-elevating method of a construction apparatus provided over a structure under construction, and more particularly, to a method of constructing a construction apparatus while obtaining a supporting reaction force from an outer peripheral column member 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. 4 , for example, such a construction device 50 covers an upper part of the top floor of a structure under construction and has a work facility such as the overhead traveling crane below the structure. 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は伸縮手
段56と少なくとも2以上の係止手段57からなり、例
えば、図6(a)〜(c)に示すように、少なくとも1
以上の係止手段57による外周柱部材53への係止状態
を保持しながら、伸縮装置56を伸縮しつつ外周柱部材
53に係止する係止手段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。
[0006] That is, the climbing device 55 comprises a telescopic means 56 and at least two or more locking means 57, for example, as shown in FIGS.
While maintaining the above-mentioned locking means 57 to the outer peripheral column member 53, the locking means 57 for locking the outer peripheral column member 53 while expanding and contracting the expansion and contraction device 56 are alternately changed, so-called a so-called shading insect method. Thus, the construction device 50 is self-elevated upward.

【0005】そして、上記支持反力を得るべく外周柱部
材53と係止する係止手段57としては、従来より、例
えば図に示すように、油圧によって水平方向に開閉す
る把持部材58を有し、これによって外周柱部材53を
側方から把持することにより係止するものや、水平方向
に伸縮可能なロッド爪を有し、これを隣接する外周柱部
材53間に架設した梁部材上に引っ掛けた状態で載置す
ることにより係止するものが知られている。
[0007] As the locking means 57 to the outer peripheral pillar member 53 and the locking to obtain the supporting reaction force, conventionally, for example as shown in FIG. 6, have a gripping member 58 for opening and closing in the horizontal direction by a hydraulic With this, the outer column member 53 is locked by gripping it from the side, and a rod claw that can be extended and contracted in the horizontal direction is provided on a beam member bridged between the adjacent outer column members 53. There is known a device that is locked by being placed in a hooked state.

【0006】[0006]

【発明が解決しようとする問題点】しかしながら、前述
した従来の係止手段により支持反力を得つつ、建設装置
を自昇する方法においては、前者の把持部材58による
係止手段では、油圧によって水平方向に開閉する把持部
材58によって外周柱部材53を単に側方から挟み込む
ものであるため、その支持反力は前記把持部材58の内
面と前記外周柱部材53の外周面との間の摩擦力に依存
している。したがって、例えば地震時等において、過度
の動荷重が作用して部材が変形することにより接触面を
保つことができなくなると当該把持手段58が外れる惧
れがある。また、後者のロッド爪による場合では、単に
ロッド爪を梁部材上に載置するものであるため、水平方
向の荷重に対する抵抗力が弱く、従って、地震時等にお
いて大きな水平方向の荷重が加わると、係止状態が外れ
る惧れがある。
However, in the above-mentioned conventional method in which the construction device is lifted by itself while obtaining the supporting reaction force by the conventional locking means, the former locking means by the gripping member 58 uses hydraulic pressure. Since the outer peripheral column member 53 is simply sandwiched from the side by the grip member 58 that opens and closes in the horizontal direction, the supporting reaction force is a frictional force between the inner surface of the grip member 58 and the outer peripheral surface of the outer peripheral column member 53. Depends on. Therefore, for example, in the event of an earthquake or the like, if an excessive dynamic load acts and the member is deformed and the contact surface cannot be maintained, the gripping means 58 may come off. In the case of the latter rod claw, since the rod claw is simply placed on the beam member, the resistance to the horizontal load is weak, and therefore, when a large horizontal load is applied during an earthquake or the like. However, there is a concern that the locked state may be released.

【0007】そして、いずれの係止手段も、これらの課
題に対処するためには、油圧機構を大規模にしたり、他
の係止機構を必要とするなど、装置が複雑化、大型化す
るという問題があった。
[0007] In order to cope with these problems, any of the locking means requires a large-scale hydraulic mechanism or requires another locking mechanism, resulting in a complicated and large-sized device. There was a problem.

【0008】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、簡単な構成の係止手段によって、支持
柱と既設構造物の外周柱部材との間の係止状態をより確
実なものとし、例えば地震等において過度の動荷重や水
平荷重が作用しても、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。
Therefore, the present invention has been made to solve the above-mentioned problem, and the locking state between the supporting column and the outer peripheral column member of the existing structure can be more reliably secured by the locking means having a simple structure. It is an object of the present invention to provide a self-elevating method of a construction apparatus that can safely and stably raise the construction apparatus even when an excessive dynamic load or a horizontal load acts on an earthquake or the like.

【0009】[0009]

【0010】[0010]

【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柱部材と係
止して支持反力を得る支持柱とからなる建設装置を、前
記支持柱の下端部に設けた、揚重手段と係止手段とを有
する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、
前記既設構造物の外周柱部材にはピン接合のためのピン
孔を孔設した複数のブラケット部材を鉛直方向に所定間
隔をおいて予め取り付けるとともに、前記クライミング
装置にはこれの係止手段として前記ピン孔とピン接合さ
れるピン孔を有するピン部材を設け、外周柱部材のうち
選択された1つまたは複数の外周柱部材について、順次
前記ピン部材と前記ブラケット部材とのピン接合による
係止状態を解き、前記揚重手段を作動させて前記ピン部
材を上方のブラケット部材に盛り換え、全ての外周柱部
材について盛り換えが終わった後、すべての揚重手段を
一斉に作動させて前記建設装置を上方に移動することを
特徴とする建設装置の自昇方法にある。
[MEANS FOR SOLVING THE PROBLEMS] The present invention achieves the above object.
The gist of the invention is that an assembly work stage is provided over the structure under construction,
A supporting column for supporting the stage for assembling work, the supporting column comprising: a supporting column that is engaged with an outer peripheral column member of an existing structure located below the stage to obtain a supporting reaction force; By a climbing device having a lifting means and a locking means, provided at the lower end of the, a self-elevating method of a construction device for sequentially moving upward along with the construction of a structure,
A plurality of bracket members having pin holes for pin bonding are attached in advance to the outer peripheral column member of the existing structure at predetermined intervals in the vertical direction, and the climbing device is used as a locking means for the same. A pin member having a pin hole to be pin-joined to the pin hole is provided, and one or a plurality of outer pillar members selected from the outer pillar members are sequentially locked by the pin member and the bracket member. Is released, and the lifting means is operated to replace the pin member with the upper bracket member. After the replacement of all the outer pillar members is completed, all the lifting means are simultaneously operated to operate the construction device. Moving upwardly of the construction equipment.

【0011】さらに、上記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揚重手段として、前記支持
柱自体の下端部に形成したラック部と、該ラック部の側
面に配設されてラック部とともにギヤー機構を構成する
ピニオンとからなるものを用い、該ピニオンの駆動によ
り前記建設装置を上方に移動することが好ましい。
Further, in the method of self-elevating a construction device according to the present invention, as a lifting means of the climbing device, a rack portion formed at a lower end portion of the support column itself, and a rack provided on a side surface of the rack portion. It is preferable to use a pinion that constitutes a gear mechanism together with a part, and move the construction device upward by driving the pinion.

【0012】[0012]

【作用】この発明の建設装置の自昇方法によれば、既設
構造物を構築する際に、その外周柱部材にはピン孔を孔
設した複数のブラケット部材を鉛直方向に所定間隔をお
いて予め取り付ける。そして、建設装置を上昇する際に
は、外周柱部材のうち選択された1つまたは複数の外周
柱部材にグループ分けをし、これらグループ毎にクライ
ミング装置の係止手段としてのピン部材と前記ブラッケ
ト部材とのピン接合による係止状態の保持と、その係止
状態を解いて前記ピン部材の上方のブラケット部材への
盛り換えとを順次行い、全外周部材についての盛り換え
が終わったら、建設装置を上方に移動する。すなわち、
ピン部材とブラケット部材によるピン接合によって簡単
に係止手段が構成されるとともに、かかるピン接合は、
その構造上あらゆる方向の荷重に対して強固に抵抗でき
るので、地震時等において過度の動荷重や水平荷重が作
用した場合であっても、係止状態が外れることなく、安
定して建設装置を支持することができる。また、各クラ
イミング装置について必ずしもピン部材を複数設ける必
要はなく、1つで済ますことも可能で、装置を簡略化す
ることができる。
According to the self-elevating method of the construction apparatus of the present invention, when constructing an existing structure, a plurality of bracket members having pin holes formed in the outer peripheral column member are vertically spaced at predetermined intervals. Install in advance. Then, when ascending the construction equipment, one or more of the selected outer perimeter pillar members
The pillar members are divided into groups, and for each of these groups , a pin member as a locking means of the climbing device and the bracket member are held in a locked state by pin bonding, and the locking is performed.
Release the state to the bracket member above the pin member
The refilling is performed sequentially, and the refilling of all outer peripheral members is performed.
After finishing , move the construction equipment upward. That is,
The locking means is easily formed by the pin connection between the pin member and the bracket member, and the pin connection is
Due to its structure, it can strongly resist loads in all directions, so even if an excessive dynamic load or horizontal load is applied in the event of an earthquake, etc., the locked state will not come off and the construction equipment can be stably installed. Can be supported. In addition, each class
It is necessary to provide a plurality of pin members for the
It is not necessary and only one can be used, which simplifies the equipment.
Can be

【0013】[0013]

【0014】さらに、上記各クライミング装置の揚重手
段を、支持柱に設けたラック部と、このラック部の側面
に配設されたピニオンとからなるギヤー機構とし、支持
柱をピニオンの駆動により垂直方向に進退させるように
すれば、建設装置からの荷重を常時噛み合った状態にあ
るラック及びピニオンの係合状態により支持しつつ、建
設装置の上昇を行うことができるとともに、微調整を容
易に行うことができるため、バランスを保持しつつ建設
装置の上昇作業をより安全に且つ安定して行うことがで
きる。
Further, the lifting means of each of the climbing devices is a gear mechanism comprising a rack provided on a support column and a pinion provided on a side surface of the rack, and the support column is vertically driven by driving the pinion. If the construction device is moved back and forth, the construction device can be raised while the load from the construction device is always supported by the engaged state of the rack and the pinion in the meshed state, and fine adjustment can be easily performed. Therefore, the lifting operation of the construction equipment can be performed more safely and stably while maintaining the balance.

【0015】[0015]

【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。
Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings.

【0016】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、この
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。
[0016] Figure 1 is a construction device 11 provided over the upper structure 10 for building structure 10, the JiNoboru method of originating <br/> light construction equipment, said structure 10 It is explanatory drawing which shows an Example which moves upwards with construction of (1).

【0017】建設装置11は、図1においては一部を省
略して示しているが、図に示す従来の建設装置50と
略同様の構成を有する。すなわち、建設装置11は、建
築中の当該構造物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の外周柱部材13から支持反
力を得て支持する支持柱14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14は、その下端部に揚重手段16
と係止手段17とからなるクライミング装置15を有
し、当該クライミング装置15を外周柱部材13に沿っ
て上方に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, which is not shown partially in FIG. 1, has substantially the same structure as the conventional construction device 50 shown in FIG. That is, the construction apparatus 11 is configured to cover the upper part of the uppermost floor of the structure 10 under construction from the assembling work stage 12 and to transfer the load of the assembling work stage 12 from the outer peripheral column member 13 of the existing structure 10 below. And a supporting column 14 for obtaining and supporting a supporting reaction force. The assembly work stage 12 includes facilities such as an overhead traveling crane and various work robots, and a work space 30 formed between the stage 12 and the upper end of the existing structure 10.
Inside, the structures 10 are sequentially constructed upward. On the other hand, the supporting column 14 has a lifting means 16 at its lower end.
And a climbing device 15 including a locking means 17. The climbing device 15 is moved upward along the outer peripheral column member 13 to raise the work stage 12, that is, the construction device 11. is there.

【0018】そして、本実施例の特徴的な構成として、
前記クライミング装置15の揚重手段16は、図2に拡
大して示すように、支持柱14の下端部に、その鉛直方
向に沿って形成されたラック部18と、ラック部18の
外周に配設されてラック部18と噛合する4つのピニオ
ン19と、ピニオン19を駆動させる駆動装置(図示省
略)と、ピニオン19と駆動装置を搭載するピニオンフ
レーム22と、ピニオンフレーム22に固定されて下方
に延長する筒体であって揚重手段16の収縮時において
前記ラック部18を収容するさや管23とから構成され
る。そして、ラック部18とピニオン19は、ギアー機
構を構成し、駆動装置によりピニオン19を回転駆動す
ることによりラック部18をさや管23に対し相対的に
進退させ、これによって支持柱14を上下にスライド移
動させるものである。
As a characteristic configuration of this embodiment,
The lifting means 16 of the climbing device 15 has a rack portion 18 formed along the vertical direction at a lower end portion of the support column 14 and an outer periphery of the rack portion 18 as shown in an enlarged view in FIG. Four pinions 19 that are provided and mesh with the rack portion 18, a drive device (not shown) for driving the pinion 19, a pinion frame 22 on which the pinion 19 and the drive device are mounted, and a pinion frame 22 fixed downward. It is a cylindrical body that extends and is composed of a sheath tube 23 that accommodates the rack portion 18 when the lifting means 16 is contracted. The rack portion 18 and the pinion 19 constitute a gear mechanism, and the drive device rotates the pinion 19 to move the rack portion 18 relatively to the sheath tube 23, thereby moving the support column 14 up and down. This is to slide.

【0019】また、前記クライミング装置15の係止手
段17は、図1(a)ないし(c)に示すように、揚重
手段16のさや管23の上部及び下部に各々設けられる
2つのピン部材21でなり、これら上下箇所のピン部
21は各々ピン接合のためのピン孔を有している。そ
して、かかるピン部材21は、構造物10の構築時に、
構造物10の外周柱部材13に所定間隔、例えば構造物
10の1フロアー毎の間隔をおいて予め取り付けられ
た、ピン孔を有するブラケット部材20とピン接合する
ことにより、既設構造物10に強固に係止して当該既設
構造物10から支持反力を得るものである。
As shown in FIGS. 1 (a) to 1 (c), the locking means 17 of the climbing device 15 includes two pin members provided on the upper and lower portions of the sheath 23 of the lifting means 16, respectively. The upper and lower two pin members 21 each have a pin hole for pin joining. The pin member 21 is used when the structure 10 is constructed.
The existing structure 10 is firmly attached to the existing structure 10 by being pin-joined to the bracket member 20 having a pin hole, which is previously attached to the outer peripheral column member 13 of the structure 10 at a predetermined interval, for example, at an interval of each floor of the structure 10. To obtain a supporting reaction force from the existing structure 10.

【0020】なお、上記構成を有するピン部材21とブ
ラケット部材20とのピン接合による係止状態を、接合
部を上方から見た図3によりさらに具体的に説明する
と、例えばピン部材21はさや管23に水平方向に間隔
をおいて取り付けた一対の鋼製片からなり、かかる一対
の鋼製片の間に既設構造物10のブラケット部材20が
配置されるように揚重手段16を調整するとともに、ピ
ン部材21とブラケット部材20のピン孔とを合致さ
せ、しかる後に合致したピン孔にピン24を挿通固定す
れば、容易に支持柱14を既設構造物10に係止するこ
とができる。また、かかる係止状態の開放はピン24を
ピン孔から取り外すことにより容易に行うことができ
る。すなわち、支持柱14の既設構造物10への係止及
びその開放は簡単な構成により容易に行うことができ
る。
[0020] Incidentally, the locked state by pin joints of the pin member 21 and the bracket member 20 having the above structure, when further illustrated by Figure 3 viewed junctions from above, for example, the pin member 21 sheath tube 23, the lifting means 16 is adjusted so that the bracket member 20 of the existing structure 10 is disposed between the pair of steel pieces mounted at intervals in the horizontal direction. If the pin member 21 and the pin hole of the bracket member 20 are aligned with each other, and then the pin 24 is inserted and fixed into the matched pin hole, the support column 14 can be easily locked to the existing structure 10. The release of the locked state can be easily performed by removing the pin 24 from the pin hole. That is, the locking of the support pillar 14 to the existing structure 10 and the release thereof can be easily performed by a simple configuration.

【0021】そして、上記構成を有するクライミング装
置15により建設装置11を上方に移動するには、図1
(a)に示すように、さや管23に配設された2つの
ン部材21をブラケット部材20にピン接合した状態か
ら、駆動装置によってピニオン19を回転駆動してラッ
ク部18をさや23に対し上方に押し上げることによ
り支持柱14を上方にスライド移動し、これによって建
設装置11を上昇する。 次に、ピン部材21の上方へ
の盛り換えを行う。ここで、この盛り換えは一斉に行う
ことはできないので、グループ分けされたいくつかの支
持柱14について、グループ毎に別々に行うことにな
る。このグループ毎の盛り換えは、図1(b),(c)
に示すように、さや管23に配設された2つのピン部材
21のピン接合を開放するとともに、ピニオン19を駆
動してさや管23を引き上げた後、さや管23のピン部
材21を上方に位置する次のブラケット部材20に各々
ピン接合する。このとき、建設装置11はピン部材の係
合状態が保持された他のグループの支持柱を介して既既
設構造物10から支持反力を得る。以下同様の工程を繰
り返すことにより、建設装置11を順次上方に上昇して
ゆくことができる。
In order to move the construction device 11 upward by the climbing device 15 having the above configuration, FIG.
As shown in (a), 2 two pins disposed in sheath tube 23
When the pin member 19 is pin-joined to the bracket member 20, the pinion 19 is rotationally driven by the driving device to push the rack portion 18 upward against the sheath tube 23, thereby sliding the support column 14 upward. The construction equipment 11 is raised. Next, upward of the pin member 21
The refilling is performed. Here, this reshuffle is done all at once
Can't do that, so some support
With regard to the pillars 14, it will be performed separately for each group.
You. 1 (b), (c)
As shown in the figure, two pin members arranged on the sheath tube 23
After releasing the pin connection of 21 and driving the pinion 19 to pull up the sheath tube 23, the pin portion of the sheath tube 23 is removed.
The members 21 are respectively pin-joined to the next bracket members 20 located above. At this time, the construction device 11 engages the pin member.
Already supported through other groups of support columns
The support reaction force is obtained from the installation structure 10. Hereinafter, by repeating the same steps, the construction apparatus 11 can be sequentially moved upward.

【0022】なお、上記実施例では、揚重手段として、
ラック・ピニオン装置からなるものを使用したが、これ
に限られず、例えば、油圧シリンダー装置等の伸縮手段
を適用することもできる。
In the above embodiment, as the lifting means,
Although a rack and pinion device is used, the invention is not limited to this. For example, a telescopic device such as a hydraulic cylinder device can be applied.

【0023】[0023]

【0024】そして、上記工程による建設装置の自昇方
法によれば、建設装置11の支持柱14は既設構造物1
0の外周柱部材13にピン部材21とブラケット部材2
0とのピン接合によって係止され、かかるピン接合は、
その構造上あらゆる方向の荷重に対して強固に抵抗でき
るので、係止状態が外れることなく、したがって、安定
して建設装置11を上昇してゆくことができる。また、
揚重手段16を、支持柱14に設けたラック部18とこ
れに噛合するピニオン19とからなるギヤー機構により
構成したことによりさらに安定して建設装置11を上昇
してゆくことができる。
According to the self-elevating method of the construction apparatus according to the above-described process, the support column 14 of the construction apparatus 11
0 and the pin member 21 and the bracket member 2
0, which is locked by a pin joint,
Due to its structure, it can strongly resist loads in all directions, so that the locked state does not come off, and therefore, the construction apparatus 11 can be stably raised. Also,
Since the lifting means 16 is constituted by a gear mechanism including a rack portion 18 provided on the support column 14 and a pinion 19 meshing with the rack portion 18, the construction apparatus 11 can be further stably raised.

【0025】[0025]

【発明の効果】以上述べたように、この発明にかかる建
設装置の自昇方法によれば、支持柱と既設構造物の外周
柱部材との係止を、ピン接合による簡単な構成の係止手
段でおこなうため、あらゆる方向の荷重に対して強固に
抵抗でき、例えば地震等において過度の動荷重や水平荷
重が作用した場合であっても外れることがなく、安定し
て建設装置を支持することができ、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。また、各クライミ
ング装置について必ずしもピン部材を複数設ける必要は
なく、1つで済ますことも可能で、装置を簡略化するこ
とができる。
As described above, according to the self-elevating method of the construction apparatus according to the present invention, the locking between the supporting column and the outer peripheral column member of the existing structure can be performed by a simple structure by pin joining. Because it is performed by means, it can strongly resist loads in all directions, and does not come off even if excessive dynamic load or horizontal load acts in the event of an earthquake, etc., and stably supports construction equipment And the construction equipment can be safely and stably raised. In addition, each climb
It is not necessary to provide multiple pin members for
It is also possible to use only one device and simplify the equipment.
Can be.

【0026】また、クライミング装置の揚重手段を、ラ
ック部と、このラック部の側面に配設されたピニオンと
からなるギヤー機構とし、作業用ステージの支持柱をピ
ニオンの駆動により垂直方向に進退させるようにすれ
ば、建設装置からの荷重を常時噛み合った状態あるラッ
ク及びピニオンの係合状態により支持しつつ、建設装置
の上昇を行うことができるとともに、微調整が容易に行
えるため、建設装置のバランスを保持しつつ上昇作業を
より安全に且つ安定して行うことができる。
The lifting means of the climbing device is a gear mechanism comprising a rack and a pinion disposed on the side of the rack, and the support column of the working stage is moved vertically by driving the pinion. With this configuration, the load from the construction apparatus can be raised while the load from the construction apparatus is always supported by the engaged state of the rack and the pinion, and fine adjustment can be easily performed. The lifting work can be performed more safely and stably while maintaining the balance.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(a)〜(c)は、この発明にかかる建設装置
の自昇方法の一実施例を示す説明図である。
FIGS. 1A to 1C are explanatory views 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揚重手段の詳細を示
す断面図である。
FIG. 2 is a sectional view showing details of a lifting means employed in the present embodiment.

【図3】ピン部材とブラケット部材とのピン接合による
係止状態を、接合部を上方から見て示す説明図である。
FIG. 3 is an explanatory view showing a locked state of a pin member and a bracket member by pin bonding when a bonded portion is viewed from above.

【図4】従来の建設装置をの一例を示す説明図である。 FIG. 4 is an explanatory view showing an example of a conventional construction device.

【図5】(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る。
5 (a) to 5 (c) show a conventional self-elevating method of construction equipment.
It is explanatory drawing which shows a work procedure.

【図6】従来の建設装置の自昇方法で用いられている係
止手段の水平断面図である。
FIG. 6 is a perspective view showing a structure used in a conventional self-elevating method of construction equipment .
It is a horizontal sectional view of a stopping means.

【符号の説明】[Explanation of symbols]

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 14 支持柱 15 クライミング装置 16 揚重手段 17 係止手段 18 ラック部 19 ピニオン 20 ブラケット部材21 ピン部材DESCRIPTION OF SYMBOLS 10 Existing structure 11 Construction equipment 12 Assembly work stage 13 Peripheral pillar member 14 Support pillar 15 Climbing device 16 Lifting means 17 Locking means 18 Rack part 19 Pinion 20 Bracket member 21 Pin member

フロントページの続き (72)発明者 三宅 秀治 大阪府大阪市此花区西九条5丁目3番28 号 日立造船株式会社内 (72)発明者 塚本 哲夫 大阪府大阪市此花区西九条5丁目3番28 号 日立造船株式会社内 (56)参考文献 特開 平7−42242(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04G 21/14 - 21/16 E04G 21/28 E04B 1/35 Continuing from the front page (72) Inventor Hideharu Miyake 5-3-28 Nishikujo, Konohana-ku, Osaka-shi Inside Hitachi Zosen Corporation (72) Inventor Tetsuo Tsukamoto 5-28, Nishikujo, Konohana-ku, Osaka-shi, Osaka No. Hitachi Zosen Corporation (56) References JP-A-7-42242 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E04G 21/14-21/16 E04G 21/28 E04B 1/35

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 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
設構造物の外周柱部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、前記支持柱の下端部に設けた、
揚重手段と係止手段とを有する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、 前記既設構造物の外周柱部材にはピン接合のためのピン
孔を孔設した複数のブラケット部材を鉛直方向に所定間
隔をおいて予め取り付けるとともに、前記クライミング
装置にはこれの係止手段として前記ピン孔とピン接合さ
れるピン孔を有するピン部材を設け、外周柱部材のうち
選択された1つまたは複数の外周柱部材について、順次
前記ピン部材と前記ブラケット部材とのピン接合による
係止状態を解き、前記揚重手段を作動させて前記ピン部
材を上方のブラケット部材に盛り換え、全ての外周柱部
材について盛り換えが終わった後、すべての揚重手段を
一斉に作動させて前記建設装置を上方に移動することを
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 construction device comprising a support column that obtains a support reaction force by engaging with the outer peripheral column member is provided at a lower end portion of the support column.
In a self-elevating method of a construction device for sequentially moving upward along with the construction of a structure by a climbing device having a lifting means and a locking means, the outer peripheral column member of the existing structure is joined with a pin by a pin. A plurality of bracket members provided with the pin holes are mounted in advance at predetermined intervals in the vertical direction, and the climbing device includes a pin member having a pin hole that is pin-joined with the pin hole as locking means for the climbing device. Of the outer peripheral column members
For one or more selected outer peripheral column members,
By pin joining between the pin member and the bracket member
Release the locked state, operate the lifting means, and
Material is transferred to the upper bracket member, and all outer pillars are
After the refilling of the material has been completed,
A self-elevating method for a construction device, wherein the construction device is moved upward by operating all at once .
【請求項2】 前記クライミング装置の揚重手段が、前
記支持柱自体の下端部に形成したラック部と、該ラック
部の側面に配設されてラック部とともにギヤー機構を構
成するピニオンとからなり、該ピニオンの駆動により前
記建設装置を上方に移動することを特徴とする請求項1
記載の建設装置の自昇方法。
2. The lifting device of the climbing device according to claim 1, wherein
A rack portion formed at the lower end of the support post itself,
Gear mechanism together with the rack section.
And a pinion formed by driving the pinion.
2. The construction device according to claim 1, wherein the construction device is moved upward.
JiNoboru method of construction according to.
JP05290883A 1993-11-19 1993-11-19 Self-elevating construction equipment Expired - Fee Related JP3119982B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05290883A JP3119982B2 (en) 1993-11-19 1993-11-19 Self-elevating construction equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05290883A JP3119982B2 (en) 1993-11-19 1993-11-19 Self-elevating construction equipment

Publications (2)

Publication Number Publication Date
JPH07139176A JPH07139176A (en) 1995-05-30
JP3119982B2 true JP3119982B2 (en) 2000-12-25

Family

ID=17761749

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05290883A Expired - Fee Related JP3119982B2 (en) 1993-11-19 1993-11-19 Self-elevating construction equipment

Country Status (1)

Country Link
JP (1) JP3119982B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115584851B (en) * 2022-12-13 2023-03-14 中国化学工程第十三建设有限公司 Green slip form construction platform for support-rod-free cylindrical structures

Also Published As

Publication number Publication date
JPH07139176A (en) 1995-05-30

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