JPH0270845A - Construction apparatus - Google Patents

Construction apparatus

Info

Publication number
JPH0270845A
JPH0270845A JP22204988A JP22204988A JPH0270845A JP H0270845 A JPH0270845 A JP H0270845A JP 22204988 A JP22204988 A JP 22204988A JP 22204988 A JP22204988 A JP 22204988A JP H0270845 A JPH0270845 A JP H0270845A
Authority
JP
Japan
Prior art keywords
columns
building
space
construction
permanent
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
Application number
JP22204988A
Other languages
Japanese (ja)
Other versions
JPH0759831B2 (en
Inventor
Hiroshi Teraoku
寺奥 博
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
Original Assignee
Obayashi 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 filed Critical Obayashi Corp
Priority to JP63222049A priority Critical patent/JPH0759831B2/en
Priority to AU41088/89A priority patent/AU626320B2/en
Priority to EP92200399A priority patent/EP0487516B1/en
Priority to US07/402,811 priority patent/US5022199A/en
Priority to EP89308941A priority patent/EP0358433B1/en
Priority to CA000610263A priority patent/CA1329633C/en
Priority to DE68920754T priority patent/DE68920754T2/en
Priority to DE68912037T priority patent/DE68912037T2/en
Publication of JPH0270845A publication Critical patent/JPH0270845A/en
Priority to US07/668,854 priority patent/US5088263A/en
Publication of JPH0759831B2 publication Critical patent/JPH0759831B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To make introduction of automated control easy by forming beam frame structured above a building to be constructed, a roof and a work execution space, and by providing a number of expansive columns that serve to form a space for installation of permanent columns. CONSTITUTION:A number of expansive columns 1, provided to a beam frame 3 to serve as temporary columns, are uniformly expanded downward so that a work execution space is formed between a building 10 and the beam frame 3 that is elevated by the downward expansion of the columns 1. After this, one of the expansive columns 1 is contracted, and a space for erection of a permanent column is secured thereby between the beam frame 3 and the building 10. Then the permanent column is erected in this space. By repeating the same work for each of the expansive columns 1, the work execution space with the permanent columns installed can be secured at the underside of the beam frame 3.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、低層から高層に至る各種建造物の建設を天候
に左右されずに行なうことができる建設装置に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a construction device that can construct various buildings ranging from low-rise buildings to high-rise buildings without being affected by the weather.

(従来の技術) 一般に、中高層ビル等各種建造物の建設は、最上階まで
柱を構築した後、地上で組立てたスラブ等をウィンチで
順次引上げ取付けて行く方法、あるいはクレーン等で躯
体部材を持上げ、下層階から上層階まで1階分毎に構築
し、積上げて行く方法等により行われている。
(Prior art) In general, construction of various types of buildings such as medium-to-high-rise buildings is carried out by building columns up to the top floor, and then sequentially pulling up and installing slabs assembled on the ground using a winch, or by lifting the frame members using a crane, etc. This is done by building each floor one floor at a time from the lower floors to the upper floors, and stacking them up.

第4図は、後者の方法を説明するためのもので、この図
は、既に1階と2階部分が構築され、3階部分を構築し
ている様子を示している。
FIG. 4 is for explaining the latter method, and this figure shows that the first and second floors have already been constructed and the third floor is being constructed.

すなわち、作業員Hが3階部分の床に乗り、クレーンC
で引き上げられた躯体部材Sを受け、3階部分の所定の
位置に溶接、ボルト、その他の手段で取付けるのである
In other words, worker H gets on the third floor and crane C
The frame members S are then lifted up and attached to predetermined positions on the third floor using welding, bolts, or other means.

また、最近、地上1階に設置したプラントで1階分の建
物をロボット等の機械を用いて集中的に生産し、1階分
の躯体工事の完了後に、階高分だけ上方にブツシュアッ
プすることを繰返して建造物全体を建設する方法が提案
されている(特開昭62−244941号公報参照)。
In addition, recently, we have been intensively producing one-story buildings using robots and other machines at a plant installed on the first floor above ground, and after completing the first-story building construction, we will push the building upwards by the same amount as the floor height. A method has been proposed in which the entire building is constructed by repeating this process (see Japanese Patent Laid-Open No. 62-244941).

(発明が解決しようとする課題) しかし、前述した最上階までの桟構築後スラブをウィン
チで引上げ取付ける方法、下層階から上層階まで1階分
毎に構築して行く方法は、いずれも多数の人手を要し、
天候に左右されたり作業時間等の制約が大きく、しばし
ば工事期間の延長を招くのみならず、作業員の保安に関
しても多大の配慮が必要であった。
(Problem to be Solved by the Invention) However, the above-mentioned method of pulling up and attaching the slab with a winch after building the beams up to the top floor, and the method of constructing each floor from the lower floor to the upper floor, both require a large number of methods. Requires manpower,
The work was affected by the weather and had significant restrictions on work hours, often resulting in an extension of the construction period, and required great consideration for the safety of the workers.

また、前述の先提案の方法では、このような問題は相当
解消されるものの、構築途上の建造物を支持する部材、
即ちプッシュア・ノブする部材の強度等からして建造物
の高さに限界があるという問題がある。
In addition, although the previously proposed method eliminates this problem to a large extent, it also
That is, there is a problem in that there is a limit to the height of the building due to the strength of the pusher/knob member.

本発明は、以上の問題を解消し、天候に左右されない建
設装置を提案することを目的とするものである。
The present invention aims to solve the above problems and to propose a construction device that is not affected by the weather.

(課題を解決するための手段) 本発明は、構築すべき建造物の上方に組まれその下方の
建造物との間に施工作業空間が形成される梁組と、梁組
に設けられ施工作業空間を覆う屋根と、梁組に設けられ
これより下方に伸長されて仮設柱を成し建造物との間に
施工作業空間を形成すると共に収縮されて建造物との間
に本設柱の装着スペースを形成する一組の伸縮柱とを備
えて構成される。
(Means for Solving the Problems) The present invention provides a beam assembly that is assembled above a building to be constructed and a construction work space is formed between it and a structure below, and a beam assembly that is installed in the beam assembly and that allows construction work A construction work space is formed between the roof that covers the space and the structure, which is installed on the beam assembly and extends downward to form a temporary column, and is then contracted to install a permanent column between it and the building. It is comprised of a set of telescoping columns that form a space.

(作 用) 本発明の作用について述べると、先ず梁組に備えられた
一組の伸縮柱を下方に向けて一斉に伸長させることによ
り、梁組が上昇して建造物との間に施工作業空間が形成
されると共に、伸縮柱は当該施工作業空間の仮設の柱と
して機能する。その後これら伸縮柱の一本を収縮させ、
梁組と建造物との間に本設柱の装着スペースを形成させ
る。そしてこの開いたスペースに本設柱を装着する。こ
の作業を全ての伸縮柱について反復して施すことにより
、梁組の下方には本設柱が設置された施工作業空間が形
成されることになる。ここで当該階の施°工作業を施し
、作業が終了したならば更に伸縮柱を一斉に伸長させて
更に上方へ建設作業を進めてゆくことになる。特に、伸
縮柱の伸縮作業で施工作業空間を確保しつつ順次上方へ
作業を進行して行くことができるので、制御の自動化を
導入することが容易であり、他の自動建設機器と組合せ
ての建設作業の自動化に好適である。
(Function) To describe the function of the present invention, first, by simultaneously extending a set of telescopic columns provided in the beam assembly downward, the beam assembly rises and the construction work is carried out between the beam assembly and the building. While the space is formed, the telescoping columns function as temporary columns for the construction work space. Then, one of these telescopic columns is contracted,
A space for mounting the main pillar is formed between the beam assembly and the building. Then, install the main pillar in this open space. By repeating this operation for all the telescopic columns, a construction work space in which the main columns are installed will be formed below the beam assembly. Here, construction work will be carried out on the floor in question, and once the work is completed, the telescopic columns will be further extended all at once, and the construction work will proceed further upwards. In particular, since it is possible to proceed upwards while securing the construction work space by expanding and contracting the telescopic columns, it is easy to introduce control automation, and it is easy to use in combination with other automatic construction equipment. Suitable for automating construction work.

また梁組に設けた屋根により施工作業空間を外部から遮
蔽することができ、天候に左右されることなくまた周辺
環境を阻害することなく建設作業を実施することができ
る。
Furthermore, the construction work space can be shielded from the outside by the roof provided on the beam assembly, allowing construction work to be carried out without being affected by the weather or disturbing the surrounding environment.

そして更に建設装置の構成要素である梁組並びに屋根は
、そのまま建造物のペントルーフ部分として機能させる
ことができる。
Further, the beam assembly and roof, which are the constituent elements of the construction equipment, can function as a pent roof portion of a building as they are.

(実 施 例) 第1図は本発明装置の一例の原理をその模型により説明
する図である。
(Embodiment) FIG. 1 is a diagram illustrating the principle of an example of the device of the present invention using a model thereof.

本発明は基本的には、構築すべき建造物10の上方に組
まれその下方の建造物10との間に施工作業空間14が
形成される梁組3と、梁組3に設けられ施工作業空間1
4を覆う屋根16と、梁組3に設けられこれより下方に
伸長されて仮設柱を成し建造物10との間に施工作業空
間14を形成すると共に個別に収縮されて建造物10と
の間に本設柱6の装着スペース15を形成する一組の伸
縮柱1とを備えて構成される。
The present invention basically consists of a beam set 3 that is assembled above a building 10 to be constructed and a construction work space 14 is formed between it and the structure 10 below, and a beam set 3 that is installed in the beam set 3 and that is space 1
4, and a roof 16 that is provided on the beam set 3 and extends downward from it to form a temporary column and forms a construction work space 14 between it and the building 10, and is individually contracted to connect with the building 10. It is comprised of a pair of telescopic columns 1 forming a mounting space 15 for the main column 6 therebetween.

同図において、複数本(ここでは4本)の伸縮柱、本実
施例では油圧シリンダ1は、建造物10の1階分の高さ
より若干長いストロークのロッド2を有している。
In the figure, a plurality of telescoping columns (four in this case), hydraulic cylinders 1 in this embodiment, have rods 2 with a stroke slightly longer than the height of one floor of a building 10.

この油圧シリンダ1に替えて、第2図(A)に示すよう
にロッド2の側面に全長に亘ってコーム20を取付け、
このコーム20に噛合うラックギア21を、後述する梁
組3に固定したシース13の適宜個所に取付け、ラック
ギア21を回転させることによりシース13をガイドと
してロッド2の伸長(抜出)、短縮(収納)を行うよう
に構成してもよい。また、第2図(B)に示すように、
ロッド2の側面全周にスパイラル状のネジ溝22を設け
、このネジ溝22に対応するネジ溝23をシース13の
内側面に設け、これらのネジ溝22゜23に沿ってロッ
ド2を回転させることにより、ロッド2の伸長(抜出)
、短縮(伸長)が行えるネジジヤツキ様に構成してもよ
い。
Instead of this hydraulic cylinder 1, a comb 20 is attached to the side surface of the rod 2 over its entire length as shown in FIG. 2(A).
A rack gear 21 that meshes with this comb 20 is attached to an appropriate location on a sheath 13 fixed to a beam set 3 (described later), and by rotating the rack gear 21, the rod 2 is extended (extracted) or shortened (stored) using the sheath 13 as a guide. ). In addition, as shown in Figure 2 (B),
A spiral thread groove 22 is provided on the entire circumference of the side surface of the rod 2, a thread groove 23 corresponding to this thread groove 22 is provided on the inner surface of the sheath 13, and the rod 2 is rotated along these thread grooves 22° 23. By this, the extension (extraction) of rod 2
, it may be configured like a screw jack that can be shortened (extended).

このような構成の4本の油圧シリンダ1は、建設しよう
とする建造物10の屋根部(図示省略)を支持する梁組
3に取付けられる。
The four hydraulic cylinders 1 having such a configuration are attached to a beam assembly 3 that supports the roof (not shown) of a building 10 to be constructed.

そして、ここでは梁組3の相対する梁3aと3b間に移
動クレーン5を配置する。
In this case, the mobile crane 5 is arranged between the opposing beams 3a and 3b of the beam set 3.

以上のように構成された本発明装置は、先ず、第1図(
A)において、4本のロッド2を全て4本のシリンダ1
から、その全要分だけ一斉に伸長させる。これにより、
梁組3と建造物10との間に、施工作業空間14が形成
されると共に、ロッド2は仮設の柱として機能する。次
いで、1本のロッド2をシリンダ1内へその全要分だけ
収納する。すると、梁、If13は残り3本の仮設柱2
で支持されることとなる。実機レベルでは、4本よりは
るかに多数のシリンダ1が使用され、多数のロッド2に
よる支持があるため、少数本のロッド2の支持がなくな
っても支障はない。
The apparatus of the present invention configured as described above is firstly shown in FIG.
In A), all four rods 2 are connected to four cylinders 1
Then, all the necessary parts are expanded at once. This results in
A construction work space 14 is formed between the beam assembly 3 and the building 10, and the rod 2 functions as a temporary pillar. Next, one rod 2 is housed in the cylinder 1 in its entirety. Then, the beam If13 is the remaining three temporary columns 2
It will be supported by At the actual machine level, a much larger number of cylinders 1 than four are used and supported by a large number of rods 2, so there is no problem even if the support of a small number of rods 2 is lost.

このロッド2を収納したシリンダ1の直下の本設柱の設
置スペース15に、第1図CB)において、本設柱6を
据付ける。このときの据付作業は、第1図(A)に示す
作業用ロボット(ここでは、後述の溶接用ロボット)4
を本設性把持用ロボット9に取替え、この本設性把持用
ロボット9により行う。
In FIG. 1 CB), the permanent column 6 is installed in the installation space 15 for the permanent column directly below the cylinder 1 in which the rod 2 is housed. The installation work at this time is carried out by the work robot (here, welding robot described later) 4 shown in Fig. 1(A).
is replaced with the permanent gripping robot 9, and this permanent gripping robot 9 performs the operation.

この本設柱6は、第1図(C)に示すように、シリンダ
1のロッド2により油圧で押えられ、溶接等で建造物1
0の上にしっかり固定される。
As shown in FIG. 1(C), this permanent column 6 is held down hydraulically by the rod 2 of the cylinder 1, and is attached to the building by welding or the like.
It is firmly fixed on top of 0.

この後、他の1本のロッド2をシリンダ1内へ全長収納
し、代りに本設柱6を上記と同様の操作で据付、固定す
る。
After this, another rod 2 is housed in the cylinder 1 over its entire length, and the main column 6 is installed and fixed in its place by the same operation as above.

この操作を、本設性把持用ロボット9を移動クレーン5
上で移動させて、4本のシリンダ1の全てについて行い
、4本のシリンダ1の全ての直下に本設柱6を据付、固
定したなら、第1図(D)に示すように、上記の本設性
把持用ロボット9を本設梁取付用ロボット12に取替え
、この本設梁取付用ロボット12にて本設梁7の取付作
業を行う。
This operation is performed by moving the existing gripping robot 9 to the crane 5.
Once the main pillars 6 are installed and fixed directly under all four cylinders 1, the above-mentioned The permanent gripping robot 9 is replaced with a permanent beam attachment robot 12, and the permanent beam attachment robot 12 performs the work of attaching the permanent beam 7.

すなわち、本設柱6には予め継手部8が設けられており
、2本の本設柱6の相対する継手部8間に本設梁7を装
入し、ボルト・ナツト、溶接、その他の適宜手段で継手
部8と本設梁7を接合する。
That is, the joint parts 8 are provided in advance on the main pillars 6, and the main beam 7 is inserted between the opposing joint parts 8 of the two main pillars 6, and bolts, nuts, welding, etc. The joint portion 8 and the main beam 7 are joined by appropriate means.

この本設梁7の取付作業も、上記の移動クレーン5上で
本設梁取付用ロボット12を移動させつつ、4本の本設
梁7全てについて行う。
This installation work for the permanent beams 7 is also carried out for all four permanent beams 7 while moving the permanent beam installation robot 12 on the above-mentioned mobile crane 5.

第1図(E)は、この本設梁7の取付作業が終了した時
点の状況を示している。なお、本例では、本設梁7と継
手部8とは、ボルト・ナツトと溶接とを併用して接合し
ており、先ず上記の本設梁取付用ロボット12で本設梁
7の装入とボルドーナツトによる機械的結合を4本の本
設梁7全てについて行い、次いで溶接用ロボット4に取
替え、溶接による冶金的結合を4本の本設梁7全てにつ
いて行っている。
FIG. 1(E) shows the situation at the time when the installation work of this main beam 7 is completed. In this example, the permanent beam 7 and the joint part 8 are joined using a combination of bolts and nuts and welding. All four permanent beams 7 are mechanically connected by bolt donuts, and then replaced with a welding robot 4, and metallurgically connected by welding to all four permanent beams 7.

また、上記の本設梁7と床スラブとの溶接をも、この溶
接用ロボット4にて行う。
The welding robot 4 also performs welding between the main beam 7 and the floor slab.

この後、当該階の外壁11(第1図(F)参照)の取付
、図示は省略するが間仕切り作業、各種ブース(湯沸室
、浴室、洗面所等)の組立て据付は作業、天井部や床部
の施工作業、その他当該階に必要な作業を全て行う。
After this, the installation of the outer wall 11 (see Figure 1 (F)) of the floor, partition work (not shown), assembly and installation of various booths (kettle room, bathroom, washroom, etc.), ceiling and Perform floor construction work and all other necessary work for the relevant floor.

なお、本設梁と床スラブとの固定作業は、本設柱の全て
の据付は作業が終了した後に行ってもよいし、適宜本数
の据付作業終了毎に行ってもよい。
Note that the fixing work between the main beam and the floor slab may be performed after the installation of all the main pillars has been completed, or may be performed every time an appropriate number of pillars have been installed.

次に、第1図(F)に示すように、4本のシリンダ1の
全てから一斉に仮設柱2を伸長させ、次の階の施工に移
る。この施工は、上記した第1図(A)〜(E)の操作
を繰返すことにより行われる。
Next, as shown in FIG. 1(F), the temporary columns 2 are extended from all four cylinders 1 at the same time, and construction begins on the next floor. This construction is performed by repeating the operations shown in FIGS. 1(A) to 1(E) described above.

このようにして、下層階から上層階へ1階分毎に順次構
築・施工して行く。
In this way, construction is carried out one floor at a time from the lower floors to the upper floors.

以上の操作を所要階分だけ行い、最上階において図示省
略の屋根部と屋根部の梁組3.伸縮柱1を残してその他
の作業機器を解体して撤去し、更に最上階に必要な各種
の作業を行い、建造物の建設が完了する。
Perform the above operations for the required number of floors, and on the top floor, the roof section (not shown) and the roof beam assembly 3. The construction of the building is completed by dismantling and removing the other working equipment, leaving the telescopic column 1 behind, and performing various necessary works on the top floor.

なお、第2図(C)に示すような構成のシース13とロ
ッド2の場合は、ロッド2をシース13に全長ネジ込ん
だ状態で最上階の本設柱6となるように、予めシリンダ
1とロッド2の径や強度等を設計しておけばよい。
Note that in the case of the sheath 13 and rod 2 configured as shown in FIG. The diameter, strength, etc. of the rod 2 may be designed in advance.

第3図は実機レベルでの本発明装置の例を示す概略説明
図であり、第1図〜第2図と同一符号は第1図〜第2図
と同−機能部を示す。
FIG. 3 is a schematic explanatory diagram showing an example of the device of the present invention at an actual machine level, and the same reference numerals as in FIGS. 1 and 2 indicate the same functional parts as in FIGS. 1 and 2.

第3図は、横断面形状がドーナツ状の建造物10を無人
にて建設する場合を示しており、内側の空間部をエレベ
ータシャフト30として使用し、本設柱61本設梁7.
その他各種建材の搬送のために、エレベータ31を昇降
させる。
FIG. 3 shows a case in which a building 10 with a donut-shaped cross section is constructed unmanned, in which the inner space is used as an elevator shaft 30, main pillars 61, main beams 7.
The elevator 31 is raised and lowered to transport various other building materials.

本発明装置は、工事完了後建造物10の一部となる屋根
16と梁組3とを有して構成され、この屋根下の空間部
にコントロールルーム32が設置される。
The device of the present invention includes a roof 16 and a beam set 3, which will become part of the building 10 after construction is completed, and a control room 32 is installed in the space under the roof.

また、屋根16の周辺には仮設囲いが接続して設けられ
、防音や電磁波遮蔽をさせる。
Further, a temporary enclosure is connected to and provided around the roof 16 for soundproofing and electromagnetic wave shielding.

特に、円筒形や半球形の建造物の建設においては、作業
用ロボットなどの制御は、制御の容易な円柱座標系や極
座標系によるものとなるため、高精度での制御が容易に
行うことができ、建設コストが低減できる。
In particular, in the construction of cylindrical or hemispherical buildings, control of work robots, etc. is based on easy-to-control cylindrical or polar coordinate systems, making it easy to control with high precision. construction costs can be reduced.

このコントロールルーム32内で作業員がコンピュータ
33を操作することにより、本発明装置は、本発明装置
に組込まれた回路にて、全て自動的に第1図(A)〜(
F)のような作業を行うのである。
When a worker operates the computer 33 in the control room 32, the apparatus of the present invention automatically operates as shown in FIGS.
F).

すなわち、上記のエレベータ31で台車34ごと地上か
ら搬送された本設柱6は移動クレーン5上を移動する本
設性把持用ロボット9[第1図(B)参照]でロッド2
がシリンダ1に収納された個所に据付けられ、溶接用ロ
ボット4により床スラブ35面付近において下の階の本
設柱の上端に溶接固定される。
That is, the permanent pillar 6, which is transported from the ground together with the trolley 34 by the elevator 31, is fixed to the rod 2 by the permanent gripping robot 9 (see FIG. 1(B)) that moves on the mobile crane 5.
is installed at a location housed in the cylinder 1, and is welded and fixed to the upper end of the main column on the lower floor near the floor slab 35 surface by the welding robot 4.

また、本設梁7も、エレベータ31で台車36ごと地上
から搬送され、移動クレーン5上を移動する本設梁取付
用ロボット12で本設柱6の継手部8に装入され、固定
される。
Further, the permanent beam 7 is also transported from the ground with the cart 36 by the elevator 31, and is loaded into the joint part 8 of the main column 6 and fixed by the permanent beam installation robot 12 moving on the mobile crane 5. .

なお、エレベータ31は床部が3600回転可能に構成
されており、上記の台車34.36は、エレベータ31
内で所望角度回転されることにより、本設柱62本設梁
7の所望取付位置方向に自在に走行することができる。
The floor of the elevator 31 is configured to rotate 3600 times, and the above-mentioned carts 34 and 36 are connected to the elevator 31.
By being rotated by a desired angle within the main pillar 62, the main pillar 62 can freely travel in the direction of the desired mounting position of the main beam 7.

上記のようにして本設柱6と本設梁7の固定作業が終了
したなら、当該階の外壁パネル11のワンタッチファス
ナ37による取付作業、床部、天井部の施工、その他当
該階における必要な作業を、移動クレーン5上を移動す
る作業用ロボットにて行う。
Once the fixing work of the main pillar 6 and main beam 7 is completed as described above, the installation work using the one-touch fastener 37 of the outer wall panel 11 of the relevant floor, the construction of the floor and ceiling parts, and other necessary work on the relevant floor are completed. The work is performed by a work robot that moves on the mobile crane 5.

そして、再び全てのシリンダ1から一斉にロッド2を伸
長させ、上述と同じ操作を繰返して次階の建設、施工を
行う。
Then, the rods 2 are extended from all the cylinders 1 at the same time again, and the same operation as described above is repeated to construct and construct the next floor.

このようにして所要階分の建設、施工が完了した後、本
発明装置の構成部材のうち屋根16、梁組3、及び伸縮
柱1を残し、他の構成部材及びコントロールルーム32
を解体、撤去する。場合によってハ、コンピュータ33
等を撤去するのみとし、コントロールルーム32をその
まま建造物10の最上階とすることもできる。
After the construction and construction of the required floors are completed in this way, the roof 16, the beam assembly 3, and the telescopic columns 1 are left in place among the structural members of the device of the present invention, and other structural members and the control room 32 are removed.
dismantle and remove. Depending on the situation, computer 33
It is also possible to simply remove the control room 32 and use the control room 32 as it is on the top floor of the building 10.

以上の実機レベルでの本発明装置は、屋根16およびこ
れに接続する仮設囲いを有しており、この屋根16等に
は建設階における各種の騒音が周囲に漏れないよう、ま
たコントロールルーム32のコンピュータ33から作業
用ロボット、その他の機器への電気的命令が周囲の電波
や電磁波により影響を受けないよう、更にコントロール
ルーム32や建設階へ風雨が入り込まないよう、防音。
The above-mentioned device of the present invention at the actual level has a roof 16 and a temporary enclosure connected to it. Soundproofing is provided to prevent electrical commands from the computer 33 to the work robots and other equipment from being affected by surrounding radio waves and electromagnetic waves, and to prevent wind and rain from entering the control room 32 and the construction floor.

電波及び電磁波遮蔽、風雨遮断機能を具備させてもよい
It may also be provided with radio wave and electromagnetic wave shielding functions and wind and rain shielding functions.

このように屋根や仮設囲い部に、防音機能や、電波及び
電磁波遮蔽機能を持たせれば、建設環境を良好に維持で
きると共に、コンピュータやロボットの暴走を防止する
とかできる。
If roofs and temporary enclosures are equipped with soundproofing functions and radio and electromagnetic wave shielding functions, it is possible to maintain a good construction environment and prevent computers and robots from running out of control.

なお、本発明装置において、シリンダ1とロッド2を、
建造物10の2階分あるいはそれ以上の高さに相当する
長さとし、2階分あるいはそれ以上の長さの本設柱6を
施工できるようにすることもできる。
In addition, in the device of the present invention, the cylinder 1 and the rod 2 are
It is also possible to have a length corresponding to the height of two floors or more of the building 10, so that the main pillar 6 can be constructed with a length of two floors or more.

(発明の効果) 以上詳述した本発明装置によれば、次のような効果を奏
することができる。
(Effects of the Invention) According to the apparatus of the present invention described in detail above, the following effects can be achieved.

(1)伸縮柱の伸縮作業で施工作業空間を確保しつつ順
次上方へ作業を進行して行くので、制御の自動化を導入
することが容易であり、他の自動建設機器と組合せての
建設作業の自動化に好適であると共に、梁組、屋根並び
に伸縮柱を構築される建造物の一部とすることができ、
設備効率が高いものである。
(1) Since the work progresses upward while securing the construction work space by expanding and contracting the telescopic columns, it is easy to introduce control automation, and construction work can be performed in combination with other automatic construction equipment. It is suitable for automation, and can be used as part of a building to construct beams, roofs, and telescopic columns.
Equipment efficiency is high.

(2)屋根により、雨、風等の天候に左右されず建設が
行える。
(2) The roof allows construction to be carried out without being affected by weather conditions such as rain and wind.

(3)作業の無人化をした場合、これと屋根による天候
の影響がなくなる結果、24時間操業が可能となり、工
期が飛躍的に短縮する。
(3) If the work is unmanned, this and the influence of the weather due to the roof will be eliminated, making it possible to operate 24 hours a day and dramatically shortening the construction period.

(4)本発明装置の伸縮柱が支持するものは建設装置の
屋根と梁組等であるため、先提案の地上1階に設置した
プラントで建築途上の建造物の大重量を支持するものに
比し、建造物の高さ制限がなく、また装置コストが紙庫
となる。
(4) Since the telescopic columns of the device of the present invention support the roof and beams of the construction device, the previously proposed plant installed on the first floor above the ground can support the large weight of the building in the process of construction. In contrast, there is no height limit for buildings, and the equipment cost is the same as paper storage.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図(A)〜(F)は本発明装置の一例の原理を模型
により説明するための図、第2図(A)。 (B)は本発明装置のシリンダと柱の構成例を示す図、
第3図は実機レベルでの本発明装置の一例を示す概略説
明図、第4図は従来の建設方法を示す図である。 1・・・・・・伸縮柱(油圧シリンダ)10・・・建造
物 14・・・施工作業空間 15・・・本設柱の装管スペース 16・・・屋 根
1(A) to 1(F) are diagrams for explaining the principle of an example of the apparatus of the present invention using a model, and FIG. 2(A). (B) is a diagram showing an example of the configuration of the cylinder and column of the device of the present invention,
FIG. 3 is a schematic explanatory diagram showing an example of the device of the present invention at an actual machine level, and FIG. 4 is a diagram showing a conventional construction method. 1...Extensible column (hydraulic cylinder) 10...Building 14...Construction work space 15...Pipe installation space for main pillar 16...Roof

Claims (1)

【特許請求の範囲】[Claims] (1)構築すべき建造物の上方に組まれその下方の該建
造物との間に施工作業空間が形成される梁組と、該梁組
に設けられ上記施工作業空間を覆う屋根と、上記梁組に
設けられこれより下方に伸長されて仮設柱を成し上記建
造物との間に施工作業空間を形成すると共に収縮されて
上記建造物との間に本設柱の装着スペースを形成する一
組の伸縮柱とを備えたことを特徴とする建設装置。
(1) A beam assembly built above the structure to be constructed and forming a construction work space between it and the building below, a roof provided on the beam assembly and covering the construction work space, and the above-mentioned roof. It is installed in the beam assembly and extends downward to form a temporary column to form a construction work space between it and the above building, and is also contracted to form a mounting space for a permanent column between it and the above structure. A construction device comprising a set of telescoping columns.
JP63222049A 1988-09-05 1988-09-05 Construction equipment Expired - Lifetime JPH0759831B2 (en)

Priority Applications (9)

Application Number Priority Date Filing Date Title
JP63222049A JPH0759831B2 (en) 1988-09-05 1988-09-05 Construction equipment
CA000610263A CA1329633C (en) 1988-09-05 1989-09-05 Construction apparatus and construction method
EP92200399A EP0487516B1 (en) 1988-09-05 1989-09-05 Construction apparatus and construction method
US07/402,811 US5022199A (en) 1988-09-05 1989-09-05 Construction apparatus and construction method
EP89308941A EP0358433B1 (en) 1988-09-05 1989-09-05 Construction apparatus and construction method
AU41088/89A AU626320B2 (en) 1988-09-05 1989-09-05 Construction apparatus and construction method
DE68920754T DE68920754T2 (en) 1988-09-05 1989-09-05 Construction equipment and process.
DE68912037T DE68912037T2 (en) 1988-09-05 1989-09-05 Construction equipment and process.
US07/668,854 US5088263A (en) 1988-09-05 1991-03-15 Construction apparatus and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63222049A JPH0759831B2 (en) 1988-09-05 1988-09-05 Construction equipment

Publications (2)

Publication Number Publication Date
JPH0270845A true JPH0270845A (en) 1990-03-09
JPH0759831B2 JPH0759831B2 (en) 1995-06-28

Family

ID=16776296

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63222049A Expired - Lifetime JPH0759831B2 (en) 1988-09-05 1988-09-05 Construction equipment

Country Status (1)

Country Link
JP (1) JPH0759831B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0431568A (en) * 1990-05-29 1992-02-03 Ohbayashi Corp Building of multi-storied construction
JPH04166531A (en) * 1990-10-30 1992-06-12 Ohbayashi Corp Method and device for raising topmost body for multistory building
JPH04166530A (en) * 1990-10-30 1992-06-12 Ohbayashi Corp Construction method for multistory building
JPH04323467A (en) * 1991-01-17 1992-11-12 Toda Constr Co Ltd Building method for building
JPH06146311A (en) * 1992-11-17 1994-05-27 Ohbayashi Corp Construction method of underground work by completely automatic building construction system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0431568A (en) * 1990-05-29 1992-02-03 Ohbayashi Corp Building of multi-storied construction
JPH04166531A (en) * 1990-10-30 1992-06-12 Ohbayashi Corp Method and device for raising topmost body for multistory building
JPH04166530A (en) * 1990-10-30 1992-06-12 Ohbayashi Corp Construction method for multistory building
JPH04323467A (en) * 1991-01-17 1992-11-12 Toda Constr Co Ltd Building method for building
JPH06146311A (en) * 1992-11-17 1994-05-27 Ohbayashi Corp Construction method of underground work by completely automatic building construction system

Also Published As

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