JPH0782893A - All weather type building method - Google Patents

All weather type building method

Info

Publication number
JPH0782893A
JPH0782893A JP22838493A JP22838493A JPH0782893A JP H0782893 A JPH0782893 A JP H0782893A JP 22838493 A JP22838493 A JP 22838493A JP 22838493 A JP22838493 A JP 22838493A JP H0782893 A JPH0782893 A JP H0782893A
Authority
JP
Japan
Prior art keywords
floor
ground
construction
jack device
story
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
JP22838493A
Other languages
Japanese (ja)
Other versions
JP3049584B2 (en
Inventor
Shiro Taniguchi
四郎 谷口
Kanta Miyaguchi
幹太 宮口
Takeshi Mitsui
健 三井
Takumi Fujii
卓美 藤井
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP5228384A priority Critical patent/JP3049584B2/en
Publication of JPH0782893A publication Critical patent/JPH0782893A/en
Application granted granted Critical
Publication of JP3049584B2 publication Critical patent/JP3049584B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To promote construction from a lower layer to an upper layer so as to construct a building by field preassembling construction of each story, elevating it together with a drive story, and repeating half-up and real fixing. CONSTITUTION:A first story 4 above the ground is constructed on the ground level by field preassembling, hung with a drive story 1, and half-up of the first story 4 above the ground is performed together with drive story 1 with a jack device 5 up to the height suitable for executing an equipment work in a ceiling on the ground level After completing the equipment work, the first story 4 above the ground 4 is elevated again with the drive story 1 up to the position of the first story above the ground and really fixed to a main setting pillar 3. The main setting pillar 3 is added, the drive story 1 is further elevated with the jack device 5, next upper story 4 is field preassembled on the main setting floor 4' of the first story above the ground, half-up of the next upper story 4 is performed and the equipment work in the ceiling is performed, and then the process of real fixing to the construction position is repeated. Hence, equipment and manhour can be reduced, because half-up to the execution story 4 with the drive story 1 and elevation to the construction position is performed wit one sort of jack device 5.

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、建物の最上階(駆動
階)及び次下階を初めに地上レベルにおいて構築し、こ
れらを順次本設柱に沿って上昇させると共に各階床の構
築を地組みとして行ない前記駆動階と共に上昇させてハ
ーフアップと本固定をくり返し、下層から上層へと建築
を進めることにより、全天候型の作業環境を保持して建
物を構築する建築工法(駆動階先行上昇式建築工法とも
云う。)に係り、更にいえば、先願の特願平4−484
52号及び特願平5−144750号明細書及び図面に
記載した建築工法の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention constructs the uppermost floor (driving floor) and the next lower floor of a building at the ground level first, and then successively raises them along the main pillars while constructing each floor. A construction method that builds a building that maintains an all-weather working environment by raising the building together with the driving floor, repeating half-up and main fixing, and proceeding from the lower layer to the upper layer. It is also called the construction method.) Furthermore, it is the Japanese Patent Application No. 4-484 of the prior application.
No. 52 and Japanese Patent Application No. 5-144750 and the improvement of the construction method described in the drawings.

【0002】[0002]

【従来の技術】最近、天候条件の影響を受けることの少
ない全天候型建築工法の開発が多面的に進められてい
る。先願の特願平4−48452号明細書及び図面に記
載した全天候型建築工法の発明もその一つである。同工
法の手順を簡単に説明すると、先ず、本設柱に沿って上
昇する駆動階を構築し、その下面に天井走行型のサーク
ルクレーンを設置し、前記駆動階を先行上昇させる。次
に、前記駆動階の下で前記サークルクレーンを使用して
地上1階床を地組みとして構築する。つづいて、この地
上1階床は作業員の背丈相当の高さハーフアップさせ、
そのハーフアップ位置で前記地上1階床を完成させると
共に耐火被覆やダクト布設などの仕上げ工事、設備工事
を行なう。その後、この地上1階床は更に地上1階位置
まで上昇させ、その位置において本設柱へ本固定する。
次には前記地上1階床の上で次上階床を地組みとして構
築する。以後、本設柱の継ぎ足しと駆動階の上昇、そし
て、各階床を順次に次下階床の上において地組み作業と
して構築し、そのハーフアップと施工位置までの上昇及
び本固定の工程を繰り返し、最終的に前記駆動階は建物
の最上階に使用する。
2. Description of the Related Art Recently, an all-weather construction method which is less affected by weather conditions has been developed in many ways. The invention of the all-weather construction method described in the specification of Japanese Patent Application No. 4-48452 and the drawings of the prior application is one of them. To briefly explain the procedure of the construction method, first, a drive floor that rises along the main installation pillar is constructed, an overhead traveling type circle crane is installed on the lower surface of the drive floor, and the drive floor is raised in advance. Next, below the driving floor, the above-mentioned circle crane is used to construct a one-floor floor above ground as an earthwork. Continuing on, the first floor above the ground is half the height equivalent to the worker's height,
At the half-up position, the above-ground floor is completed, and finishing work such as fireproof coating and duct laying and equipment work are performed. After that, the first floor above the ground is further raised to the first floor position and is permanently fixed to the main pillar at that position.
Next, the next upper floor is constructed as a ground structure on the first floor above the ground. After that, the main pillars were added and the drive floor was raised, and each floor was constructed as a ground work on the next lower floor in sequence, and the process of half-up, raising to the construction position and permanent fixing was repeated. Finally, the driving floor will be used as the top floor of the building.

【0003】特願平5−144750号明細書及び図面
に記載した全天候型建築工法も、基本的には同様の建築
工法であるが、特には建物平面を数分割した工区毎の単
位で前記全天候型建築工法を実施する内容である。
The all-weather construction method described in the specification of Japanese Patent Application No. 5-144750 and the drawings is basically the same construction method. This is the content of implementing the type construction method.

【0004】[0004]

【本発明が解決しようとする課題】上述した先願の全天
候型建築工法は、駆動階の上昇工程と施工階床の上昇工
程を行なうために、ジャッキ装置は2種類を必要とす
る。一つは駆動階を上昇させ施工階床を上昇させる主た
るジャッキ装置であり、二つ目は駆動階を仮固定してお
く従たるジャッキである。このために設備機器が多くな
り、その操作手順も2回となってしまい、工程数も多く
なっている。
The above-mentioned all-weather construction method of the prior application requires two types of jack devices in order to perform the driving floor raising process and the construction floor raising process. One is the main jack device that raises the driving floor to raise the construction floor, and the second is a secondary jack that temporarily fixes the driving floor. For this reason, the number of equipments is increased, the operation procedure is also performed twice, and the number of steps is also increased.

【0005】従って、本発明の目的は、唯1種のジャッ
キ装置によって施工でき、設備機器の削減及び工程の削
減を図れる全天候型建築工法を提供することである。
Therefore, an object of the present invention is to provide an all-weather construction method which can be constructed with only one type of jack device and which can reduce the number of equipment and processes.

【0006】[0006]

【課題を解決するための手段】上記した従来技術の課題
を解決するための手段として、本発明に係る全天候型建
築工法は、地上レベルにおいて駆動階1を地組みにより
構築し、前記駆動階1はジャッキ装置5により本設柱3
に沿って施工階よりも上方の位置まで上昇させる段階
と、地上レベルにおいて地上1階床4を地組みにより構
築し、前記駆動階1に前記地上1階床4を吊設し、前記
ジャッキ装置5により前記駆動階1と共に地上1階床4
をその天井内の設備工事を地上レベルで行なうのに適し
た高さまでハーフアップさせる段階と、前記設備工事の
終了後に、前記地上1階床4は再び前記ジャッキ装置5
により駆動階1と共に地上1階位置まで上昇させ、本設
床として本設柱3へ本固定を行なう段階と、本設柱3を
継ぎ足し、ジャッキ装置5により駆動階1を更に上昇さ
せた後に、前記地上1階の本設床4′の上で次上階床4
を地組みにより構築し、その次上階床4は前記ジャッキ
装置5により前記駆動階1と共にハーフアップして天井
内の設備工事を行い、その後に施工位置まで上昇させ本
設柱3へ本固定する工程を繰り返す段階とから成ること
をそれぞれ特徴とする。
As means for solving the above-mentioned problems of the prior art, the all-weather construction method according to the present invention constructs a drive floor 1 by groundwork at the ground level, and the drive floor 1 Is the main installation pillar 3 by the jack device 5.
Along the line to the position above the construction floor, and at the ground level, constructing the ground floor 1 by groundwork, suspending the ground floor 1 on the driving floor 1, and using the jack device. 5 the above-mentioned driving floor 1 and the above-ground floor 4
Half up to a height suitable for performing equipment work in the ceiling at the ground level, and after the end of the equipment work, the ground floor 1 is again the jack device 5
And the driving floor 1 to the first floor above the ground to permanently fix it to the permanent pillar 3 as the permanent floor, and after the permanent pillar 3 is added and the driving floor 1 is further raised by the jack device 5, The next upper floor 4 above the permanent floor 4'of the first floor
Then, the upper floor 4 is half-up with the driving floor 1 by the jack device 5 to perform the equipment construction in the ceiling, and then it is raised to the construction position and permanently fixed to the main installation pillar 3. And a step of repeating the process.

【0007】また、第2の発明に係る全天候型建築工法
は、主要部の構成は上記第1の発明と共通するが、地上
レベルで駆動階1のみならず次下階2を順次地組みによ
り構築し、本設柱3に沿って昇降するジャッキ装置5の
ストローク柱6で前記駆動階1と次下階2とを一体的に
連結し、前記駆動階1及び次下階2はジャッキ装置5に
より本設柱3に沿って施工階よりも上方の位置まで上昇
させること、地上レベルにおいて地上1階床4を地組み
により構築し、前記次下階2の下に前記地上1階床4を
吊設し、前記ジャッキ装置5により前記駆動階1及び次
下階2と共に地上1階床4をその天井内の設備工事を地
上レベルで行なうのに適した高さまでハーフアップさ
せ、前記設備工事の終了後に、前記地上1階床4は再び
前記ジャッキ装置5により駆動階1、次下階2と共に地
上1階位置まで上昇させ、本設床として本設柱3へ本固
定を行なうことをそれぞれ特徴とする。
In the all-weather construction method according to the second invention, the structure of the main part is common to the first invention, but not only the drive floor 1 but also the next lower floor 2 is sequentially grounded at the ground level. The driving floor 1 and the next lower floor 2 are integrally connected by a stroke column 6 of a jack device 5 that is constructed and moves up and down along the main installation column 3, and the driving floor 1 and the next lower floor 2 are jack devices 5. To raise it to a position above the construction floor along the main installation pillar 3 and construct a ground floor 1 floor 4 by groundwork at the ground level, and place the ground floor 1 below the next lower floor 2. By suspending, the jack device 5 causes the driving floor 1 and the next lower floor 2 as well as the first floor 4 above the ground to half-up to a height suitable for performing the equipment work in the ceiling at the ground level. After the completion, the above-mentioned first floor 4 is again provided with the jack device 5. More driving floor 1, with the following under floor 2 raised to first floor position, respectively and performing the fixed as the 設床 to this 設柱 3.

【0008】[0008]

【作用】駆動階1は常に先行してジャッキ装置5によっ
て上昇され、建築作業場の屋根代用となるから、全天候
型の作業場環境を確保できる。地上1階床4及び各施工
階は、駆動階1(及び次下階2)と共にジャッキ装置5
によって上昇され、先ずハーフアップして天井内の設備
工事等が無足場の高所作業なしで施工される。従って、
ジャッキ装置5は唯1種で足り、設備の削減と工程の削
減を実現できる。
The driving floor 1 is always raised in advance by the jacking device 5 and is used as a roof substitute for a construction workshop, so that an all-weather workshop environment can be secured. The ground floor 4 and the respective construction floors, the driving floor 1 (and the next lower floor 2), and the jack device 5
It is lifted up by half, and firstly, half-up is done and equipment work in the ceiling is done without the work of high places without scaffolding. Therefore,
Only one type of jack device 5 is required, and it is possible to reduce equipment and processes.

【0009】[0009]

【実施例】以下に、本発明の実施例を図面に基づいて説
明する。図1と図2は、建物のN階まで本設床4′の建
築を完成した段階であり、更にN階の本設床4′の上に
おいて次上階(N+1階)4の鉄骨を地組み作業として
構築する状態を示している。図1中の符号7は駆動階1
の上で本設柱3の建て方、あるいは鉄骨等の資材搬入な
どに使用されるクレーンである。スライドクレーン8は
駆動階1の直下に設けた次下階2の天井部分に設置さ
れ、前記N階の本設床4′の上で構築する施工階床の鉄
骨その他の水平運搬又は鉄骨の組立作業に利用される。
駆動階1と次下階2は、本設柱3を伝って昇降するジャ
ッキ装置5のストローク柱6の上下に結合されている。
Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 show the stage where the construction of the permanent floor 4'up to the Nth floor of the building is completed, and the steel frame of the next upper floor (N + 1 floor) 4 is grounded on the permanent floor 4'of the Nth floor. It shows a state of being constructed as an assembly work. Reference numeral 7 in FIG. 1 is a drive floor 1
It is a crane used for erection of the main pillar 3 or carrying in materials such as steel frames. The slide crane 8 is installed on the ceiling part of the next lower floor 2 provided immediately below the drive floor 1, and is constructed on the main floor 4'of the Nth floor. Used for work.
The drive floor 1 and the next lower floor 2 are connected to the upper and lower sides of a stroke column 6 of a jack device 5 that moves up and down along a main column 3.

【0010】ところで、図1の施工段階に至るまでに
は、まず地上レベルで駆動階1を地組みとして構築し、
この駆動階1を上昇させた後に、つづいて次下階2をや
はり地上レベルで地組みとして構築し、本設柱3に沿っ
て昇降するジャッキ装置5のストローク柱6を仲介とし
て駆動階1と次下階2とを上下一体的に連結する。その
後、前記駆動階1及び次下階2はジャッキ装置5によっ
て本設柱3に沿って施工階4の施工位置(地上1階位
置)よりも上方の位置まで上昇させる。ちなみに、図示
したジャッキ装置5は、ジャッキ本体5aを本設柱3の
反力受け(凸部又は孔)12へ固定して反力をとった状
態でストローク柱6を上昇(又は下降)させ、ストロー
ク柱6をその有効長さ上昇させた後には、今度は駆動階
1に予め設置してある反力手段13で本設柱3に駆動階
1をあずけて反力をとった上で、ジャッキ装置5自体を
本設柱3に沿って駆動階1のすぐ下の位置まで上昇させ
る(図2と図3Aを参照)働き及び構成とされている。
By the way, by the time the construction stage of FIG. 1 is reached, first the drive floor 1 is constructed as a ground structure at the ground level,
After raising the driving floor 1, the next lower floor 2 is also constructed as a ground structure at the ground level, and the stroke column 6 of the jack device 5 that moves up and down along the main building column 3 is used as an intermediary to drive the floor 1. Next lower floor 2 and upper and lower are integrally connected. After that, the driving floor 1 and the next lower floor 2 are lifted up by the jack device 5 along the main installation pillar 3 to a position above the construction position of the construction floor 4 (position on the first floor above ground). By the way, in the illustrated jack device 5, by fixing the jack body 5a to the reaction force receiver (projection or hole) 12 of the main installation pillar 3, the stroke pillar 6 is raised (or lowered) in a state where a reaction force is taken, After raising the effective length of the stroke pillar 6, this time, the reaction force means 13 previously installed on the drive floor 1 is applied to the main pillar 3 to drive the drive floor 1 to take a reaction force, and then the jack. It is configured and operated to raise the device 5 itself along the main pole 3 to a position just below the drive floor 1 (see FIGS. 2 and 3A).

【0011】一方、再び地上レベルでは地上1階床の鉄
骨を地組み作業として構築し、これを鋼材等による吊具
10によって前記の次下階2の下に吊り下げる。そし
て、前記地上1階床は、前記駆動階1及び次下階2と共
にジャッキ装置5で地上レベルの作業員の背丈相当の高
さまでハーフアップし、天井部分の設備工事を行なう。
しかる後に、地上1階床は再び駆動階1、次下階2と共
に上昇させ、地上1階の位置において本設柱3へ本固定
する。次には、前記地上1階床の上で次上階床の構築を
地組み作業として行ない、これを前記次下階2の下に吊
具10で吊り、ジャッキ装置5の働きでハーフアップと
本固定をくり返す。こうして、図1と図2はN階の本設
床4′の上に架台11を設置し、その上でN+1階床
(施工階)4の構築を地組み作業として行なっている。
具体的には床鉄骨に一例として設備機器打込PC版ある
いはデッキプレートを取り付けることが行なわれる。各
階床の組立て作業は、全て床上レベルにおいて無足場で
行なわれ、高所作業は生じない。
On the other hand, at the ground level again, a steel frame on the first floor above the ground is constructed as an assembling work, and this is suspended below the next lower floor 2 by a suspender 10 made of steel or the like. Then, the first floor above the ground, together with the driving floor 1 and the next lower floor 2, are jacked up to a height corresponding to the height of the worker at the ground level by a jack device 5, and the ceiling portion is installed.
After that, the first floor above the ground is raised again together with the driving floor 1 and the next lower floor 2, and is permanently fixed to the main pillar 3 at the position of the first floor above the ground. Next, the construction of the next upper floor is performed on the above-mentioned first floor as groundwork work, and this is hung under the next lower floor 2 by the hanger 10, and the jack device 5 works to half-up. Repeat the book fixing. In this way, in FIGS. 1 and 2, the gantry 11 is installed on the N-th floor permanent floor 4 ', and the N + 1 floor (construction floor) 4 is constructed on it as a ground work.
Specifically, for example, a PC plate or a deck plate for driving equipment is attached to the floor steel frame. All floor assembly work is done at the floor level without scaffolding, and work at height does not occur.

【0012】次に、図3Aは前記のようにN階の本設柱
4′の上で構築したN+1階床4を次上階2の下に吊具
10で吊り下げ、ジャッキ装置5によって駆動階1、次
下階2と共にN+1階床4を天井設備工事をN階の床上
レベルで行なうのに適した高さまでハーフアップさせ、
N+1階床4についてN階の本設床4′の上に立つ設備
作業員が無足場で高所作業なしの床上作業としてN+1
階床の天井設備配管工事等を行なう段階を示している。
Next, FIG. 3A shows that the N + 1 floor 4 constructed on the Nth floor main pillar 4'as described above is hung below the next upper floor 2 by the hanger 10 and driven by the jack device 5. Half-up the N + 1 floor 4 together with the 1st floor and the next lower floor 2 to a height suitable for performing ceiling installation work at the floor level of the Nth floor.
About N + 1 floor 4 N + 1 is a floor worker without standing work on a floor without a scaffold.
It shows the stage where the ceiling equipment piping work of the floor is done.

【0013】図3Bは、前記の天井設備工事の終了後
に、N+1階床4は、再びジャッキ装置5により駆動階
1、次下階2と共にN+1階位置まで上昇させ、本設柱
3へ本固定した段階と、その後吊具10による次下階2
との連結が解放され、駆動階1及び次下階2はジャッキ
装置5によって適度に上昇され、前記N+1階床の上で
次上階(N+2階)の構築が地組みとして開始された段
階を示している。
FIG. 3B shows that, after the above-mentioned ceiling installation work is completed, the N + 1 floor 4 is again raised to the N + 1 floor position together with the driving floor 1 and the next lower floor 2 by the jack device 5, and is permanently fixed to the main installation pillar 3. And the next lower floor 2 with the hanger 10
The connection between the driving floor 1 and the next lower floor 2 is appropriately raised by the jack device 5, and the construction of the next upper floor (N + 2 floor) on the N + 1 floor is started as a foundation. Shows.

【0014】以後も、本設柱3の継ぎ足し、次上階床
(N+2階)のハーフアップと天井設備工事、再上昇と
本固定の工程を順次に繰り返して各階の建築を進める。
いずれにしても、ジャッキ装置5は駆動階1及び次下階
2を段階的に上昇させるだけの働きであり、駆動階1及
び次下階2の上昇工程と共に施工階のハーフアップと施
工位置までの再上昇を併合して行なうので、ジャッキ装
置5は唯1種で用が足り、工程的にも省略が行なわれる
のである。
After that, the main pillars 3 are replenished, half-up of the next upper floor (N + 2nd floor), ceiling facility construction, re-elevation and permanent fixing are sequentially repeated to proceed with the construction of each floor.
In any case, the jack device 5 only works to raise the driving floor 1 and the next lower floor 2 step by step, and the raising step of the driving floor 1 and the next lower floor 2 together with the half-up of the construction floor and the construction position. Since the re-elevation is carried out in combination, only one type of jack device 5 is required, and the process can be omitted.

【0015】尚、図示した実施例のジャッキ装置5は、
ストローク柱6を併用した形式のものであり、よってス
トローク柱6の上下を固定して安定化させるため、駆動
階1の直下に次下階2を設けて各々をストローク柱6の
上下に結合した2層構造としているが、この例の限りで
はない。例えば駆動階1に直接、又はストローク柱6の
下部に施工階を吊具で吊り下げた単層構造の構成で実施
すること、又は特願平5−5255号明細書及び図面に
記載しているような押し上げ引き上げ用複合ジャッキ装
置を使用して駆動階1を上昇させる構成で実施すること
もでき、即ち、駆動階を1層でのみ構成し、駆動階の下
に直接吊具によって施工階を吊り下げる方式で全く同様
に実施することができる。また、ストローク柱6は本設
柱3の左右に2本設ける構成に限らず、1本だけの構
成、又は3本以上の構成で実施することも可能である。
The jack device 5 of the illustrated embodiment is
Since the stroke columns 6 are used in combination, the upper and lower stroke columns 6 are fixed and stabilized, so that the next lower floor 2 is provided immediately below the drive floor 1 and is connected to the upper and lower sides of the stroke columns 6, respectively. Although it has a two-layer structure, it is not limited to this example. For example, it is carried out directly on the driving floor 1 or in the construction of a single-layer structure in which the construction floor is hung by a suspender under the stroke column 6, or is described in Japanese Patent Application No. 5-5255 and the drawings. It is also possible to carry out the construction in which the driving floor 1 is raised by using such a combined jacking device for pushing up and lifting, that is, the driving floor is composed of only one layer, and the construction floor is directly hung under the driving floor to construct the construction floor. The hanging method can be used in exactly the same manner. Further, the stroke pillars 6 are not limited to the structure in which two stroke pillars 6 are provided on the left and right sides of the main installation pillar 3, and it is also possible to implement the structure with only one stroke pillar or three or more stroke pillars.

【0016】[0016]

【本発明が奏する効果】本発明に係る全天候型建築工法
には、唯1種のジャッキ装置5によって駆動階1の上昇
工程と共に施工階4のハーフアップと施工位置への再上
昇工程を行なうので、設備機器の削減及び工程の削減を
達成でき、ひいてはコストの低減と工期の短縮に寄与す
る。
In the all-weather construction method according to the present invention, since only one kind of jack device 5 is used, the driving floor 1 is raised and the construction floor 4 is half-up and re-raised to the construction position. In addition, it is possible to reduce the number of equipment and processes, which in turn contributes to cost reduction and construction period reduction.

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

【図1】本発明の全天候型建築工法の施工概要図であ
る。
FIG. 1 is a schematic view of construction of an all-weather construction method of the present invention.

【図2】施工階床の地組み状態を示した正面図である。FIG. 2 is a front view showing a ground floor structure of a construction floor.

【図3】Aは施工階床のハーフアップ状態を示した正面
図であり、Bは施工階床を本固定し、駆動階及び次下階
を上昇させた状態を示した正面図である。
FIG. 3A is a front view showing a half-up state of a construction floor, and B is a front view showing a state in which the construction floor is permanently fixed and the driving floor and the next lower floor are raised.

【符号の説明】[Explanation of symbols]

1 駆動階 2 次下階 3 本設柱 4 施工階 5 ジャッキ装置 6 ストローク柱 1 Driving floor 2nd lower floor 3 Main installation pillar 4 Construction floor 5 Jack device 6 Stroke pillar

───────────────────────────────────────────────────── フロントページの続き (72)発明者 藤井 卓美 東京都江東区南砂二丁目5番14号 株式会 社竹中工務店技術研究所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takumi Fujii 2-5-14 Minamisuna, Koto-ku, Tokyo Incorporated Takenaka Corporation Technical Research Institute

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】地上レベルにおいて駆動階を地組みにより
構築し、前記駆動階はジャッキ装置により本設柱に沿っ
て施工階よりも上方の位置まで上昇させる段階と、 地上レベルにおいて地上1階床を地組みにより構築し、
前記駆動階に前記地上1階床を吊設し、前記ジャッキ装
置により前記駆動階と共に地上1階床をその天井内の設
備工事を地上レベルで行なうのに適した高さまでハーフ
アップさせる段階と、 前記設備工事の終了後に、前記地上1階床は再び前記ジ
ャッキ装置により駆動階と共に地上1階位置まで上昇さ
せ、本設床として本設柱へ本固定を行なう段階と、 本設柱を継ぎ足し、ジャッキ装置により駆動階を更に上
昇させた後、前記地上1階の本設床の上で次上階床を地
組みにより構築し、その次上階床は前記ジャッキ装置に
より駆動階と共にハーフアップして天井内の設備工事を
行い、その後に施工位置まで上昇させ本設柱へ本固定す
る工程を繰り返す段階とから成ることをそれぞれ特徴と
する、全天候型建築工法。
1. A step of constructing a drive floor by groundwork at the ground level, and raising the drive floor to a position above a construction floor along a main pillar by a jack device, and a ground floor at the ground level. Is constructed by framing,
Suspending the first floor above the ground on the drive floor, and half-up the ground floor together with the drive floor by the jack device to a height suitable for performing facility construction in the ceiling at the ground level; After the completion of the equipment construction, the first floor above the ground is again raised to the first floor position together with the driving floor by the jack device, and is permanently fixed to the main pillar as the permanent floor, and the main pillar is replenished. After further raising the driving floor by the jack device, the next upper floor is constructed by the ground structure on the permanent floor of the first floor above the ground, and the next upper floor is half-up with the driving floor by the jack device. The all-weather construction method is characterized in that it includes the steps of performing equipment work inside the ceiling and then raising it to the construction position and fixing it permanently to the main installation pillar.
【請求項2】地上レベルにおいて駆動階及び次下階を順
次地組みにより構築し、本設柱に沿って昇降するジャッ
キ装置のストローク柱で前記駆動階と次下階とを一体的
に連結し、前記駆動階及び次下階は前記ジャッキ装置に
より本設柱に沿って施工階よりも上方の位置まで上昇さ
せる段階と、 地上レベルにおいて地上1階床を地組みにより構築し、
前記次下階の下に前記地上1階床を吊設し、前記ジャッ
キ装置により前記駆動階及び次下階と共に地上1階床を
その天井内の設備工事を地上レベルで行なうのに適した
高さまでハーフアップさせる段階と、 前記設備工事の終了後に、前記地上1階床は再び前記ジ
ャッキ装置により駆動階、次下階と共に地上1階位置ま
で上昇させ、本設床として本設柱へ本固定を行なう段階
と、 本設柱を継ぎ足し、ジャッキ装置により駆動階を更に上
昇させた後、前記地上1階の本設床の上で次上階床を地
組みにより構築し、その次上階床は前記ジャッキ装置に
より駆動階、次下階と共にハーフアップして天井内の設
備工事を行い、その後に施工位置まで上昇させ本設柱へ
本固定する工程を繰り返す段階とから成ることをそれぞ
れ特徴とする、全天候型建築工法。
2. The driving floor and the next lower floor are constructed sequentially by grounding at the ground level, and the driving floor and the next lower floor are integrally connected by a stroke pillar of a jack device that moves up and down along the main installation pillar. , The step of raising the driving floor and the next lower floor to a position above the construction floor along the main installation pillar by the jack device, and constructing a ground floor at the ground level by groundwork,
The ground floor is suspended below the next lower floor, and the jack device is used to raise the floor above the drive floor and the next lower floor to a level suitable for performing facility construction in the ceiling at the ground level. Then, half-up, and after the completion of the equipment construction, the ground floor is raised again to the ground floor position together with the driving floor and the next lower floor by the jack device, and is permanently fixed to the main pole as the main floor. And after further raising the driving floor with the jack device, the next upper floor is constructed by the earthwork on the first floor above the ground, and the next upper floor And a step of performing half-up with the driving device and the next lower floor by the above-mentioned jack device to perform equipment construction in the ceiling, and thereafter, raising to the construction position and permanently fixing it to the main installation pillar. Yes, all-weather construction Law.
JP5228384A 1993-09-14 1993-09-14 All-weather construction method Expired - Fee Related JP3049584B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5228384A JP3049584B2 (en) 1993-09-14 1993-09-14 All-weather construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5228384A JP3049584B2 (en) 1993-09-14 1993-09-14 All-weather construction method

Publications (2)

Publication Number Publication Date
JPH0782893A true JPH0782893A (en) 1995-03-28
JP3049584B2 JP3049584B2 (en) 2000-06-05

Family

ID=16875629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5228384A Expired - Fee Related JP3049584B2 (en) 1993-09-14 1993-09-14 All-weather construction method

Country Status (1)

Country Link
JP (1) JP3049584B2 (en)

Also Published As

Publication number Publication date
JP3049584B2 (en) 2000-06-05

Similar Documents

Publication Publication Date Title
CN106894342A (en) Pipe installing job platform and construction method
JPH07292986A (en) Device and method for constructing long-span roof
JP3049584B2 (en) All-weather construction method
JP3185122B2 (en) All-weather construction method
CN108265830A (en) A kind of multi-station mobile construction seat and assembled jacking type construction techniques
JP3079324B2 (en) Construction method of high-rise building
JPH0718743A (en) Construction method for large span domelike roof
JP3355374B2 (en) Driving-floor ascending construction method
JP3347968B2 (en) Hydraulic elevator installation method
JP4037735B2 (en) Elevator construction method
JPH0791904B2 (en) Push-up device
JPH05340001A (en) Constructing method and device for building
JPH09296610A (en) Outside curing unit
JP2796448B2 (en) Building construction method and building construction equipment used for the construction method
JPH0776914A (en) Hanging-down construction method of steel stairs
JP2876991B2 (en) Steel frame method for high-rise buildings
JPH09302936A (en) Construction method of building
JP3279290B2 (en) Rebar prefab vertical composition device
JPH0781323B2 (en) Building construction method
JP2704447B2 (en) Lift-up method using permanent columns
JP2835880B2 (en) High-rise building frame construction method
JPH0518132A (en) Jack-up type construction method for steel structure such as tower type stereoscopic parking lot
JPS5940374Y2 (en) Elevator installation equipment
JPH05311749A (en) Construction method of building
JPS5912064A (en) Method of construction of installation of elevator

Legal Events

Date Code Title Description
FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080331

Year of fee payment: 8

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090331

Year of fee payment: 9

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100331

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100331

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110331

Year of fee payment: 11

LAPS Cancellation because of no payment of annual fees