JPH06212806A - Method of construction of building by method of push-up construction - Google Patents

Method of construction of building by method of push-up construction

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Publication number
JPH06212806A
JPH06212806A JP5004731A JP473193A JPH06212806A JP H06212806 A JPH06212806 A JP H06212806A JP 5004731 A JP5004731 A JP 5004731A JP 473193 A JP473193 A JP 473193A JP H06212806 A JPH06212806 A JP H06212806A
Authority
JP
Japan
Prior art keywords
driving floor
accuracy
plane position
floor
pillar
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
JP5004731A
Other languages
Japanese (ja)
Other versions
JP3041558B2 (en
Inventor
Takumi Fujii
卓美 藤井
Mitsunori Arai
光範 洗
Satoshi Tanaka
聡 田中
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 JP5004731A priority Critical patent/JP3041558B2/en
Publication of JPH06212806A publication Critical patent/JPH06212806A/en
Application granted granted Critical
Publication of JP3041558B2 publication Critical patent/JP3041558B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To ensure the accuracy of the position of the plane of a driving floor and the accuracy of the erection of a column at all times. CONSTITUTION:Jack devices 5 for lifting and lowering a driving floor 1 are installed, a correction means gives each column 2... reaction on the basis of the result of the measurement of the position of the plane of the driving floor 1 by measuring instruments 3 at the positions of the plane, the position of the plane of the driving floor 1 is corrected, and the accuracy of the position of the plane of the driving floor 1 is maintained at all times. A plurality of other columns 2 except one column to be corrected are given reaction while using the driving floor 1 as a reference, and the accuracy of the erection of the columns 2 is corrected one by one respectively by driving the correction means. The accuracy of the position of the plane of the driving floor 1 and the accuracy of the erection of the columns 2 can easily be obtained efficiently at the intermediate stage of execution, thus contributing to the construction of a building having high quality and accuracy.

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、ジャッキ装置を用い
たプッシュアップ工法による建物の建築に実施される、
駆動階の平面位置の精度及び柱の建方精度を常時確保し
た構築工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is applied to building a building by a push-up method using a jack device.
It relates to a construction method that always ensures the accuracy of the plane position of the driving floor and the erection accuracy of the columns.

【0002】[0002]

【従来の技術】ジャッキ装置を用いたプッシュアップ工
法は、まず屋根を含めた最上階を駆動階として初期に構
築し、これをジャッキ装置により順次押し上げて建物を
構築していく工法であり、全天候型で安全・快適な作業
場環境を提供する。駆動階は、プッシュアップ工法の施
工における各段階での施工精度上の基準となっている。
しかし、従来は駆動階の平面位置は下げ振りなどによっ
て測定して精度を確保しているにすぎない。また、駆動
階を支持する柱の建方精度は1本づつ鉛直度を測定し、
誤差がある場合は人手や特殊ジャッキ等を使って柱に掛
けたワイヤを引っ張る等々の手段により補正が行なわれ
ている。
2. Description of the Related Art A push-up construction method using a jack device is a construction method in which an uppermost floor including a roof is first constructed as a driving floor in the early stage, and this is sequentially pushed up by a jack device to construct a building. Provide a safe and comfortable workplace environment with a mold. The driving floor is a standard for the construction accuracy at each stage of the push-up construction method.
However, conventionally, the plane position of the driving floor is merely measured by swinging down to ensure accuracy. Also, the erection accuracy of the pillars that support the drive floor is measured by measuring the verticality one by one,
If there is an error, it is corrected by such means as pulling the wire hung on the pillar using a hand or a special jack.

【0003】[0003]

【本発明が解決しようとする課題】従来の構築工法のよ
うに、駆動階の平面位置の精度や柱の建方精度を個別に
必要に応じて補正する方法では、高い精度が得られない
だけでなく、それぞれ単独で手間がかかり、プッシュア
ップ工法の利点を阻害するほか、安全性の点でも問題が
ある。
However, a high accuracy cannot be obtained by the method of individually correcting the accuracy of the plane position of the driving floor and the erection accuracy of the pillars as required like the conventional construction method. Not only that, it takes time and effort individually, which hinders the advantages of the push-up method and also has a problem in safety.

【0004】従って、本発明の目的は、プッシュアップ
工法における駆動階の平面位置の精度及び柱の建方精度
の補正を常時効率的かつ高度に行なう建物の構築工法を
提供することである。
Therefore, an object of the present invention is to provide a building construction method which always and efficiently corrects the plane position accuracy of the driving floor and the erection accuracy of columns in the push-up construction method.

【0005】[0005]

【課題を解決するための手段】上記の課題を解決するた
めの手段として、第1の発明に係るプッシュアップ工法
による建物の構築工法は、駆動階1と柱2との間で上下
のピン部10a,11aが交互に柱2に反力をとり前記
駆動階1を昇降させるジャッキ装置5が設置されている
こと、平面位置の測定器3によって前記駆動階1の平面
位置を測定し、この測定結果に基いて前記ジャッキ装置
5に附属する補正手段、例えば上位のピン部10aが各
柱2…に反力をとり前記駆動階1の平面位置を補正して
常に前記駆動階1の平面位置の精度を維持すること、水
平位置の精度を維持された前記駆動階1を基準として、
補正しようとする特定の1本の柱以外の他の複数の柱2
に反力をとり、前記補正手段、即ち上位のピン部10a
又は上位のガイドローラ9の駆動によって当該柱2の建
方精度を1本づつ個別に補正すること、をそれぞれを特
徴とする。
[Means for Solving the Problems] As a means for solving the above problems, in the construction method of a building by the push-up method according to the first invention, upper and lower pin portions are provided between the drive floor 1 and the pillar 2. A jack device 5 for alternately reacting 10a and 11a to the pillar 2 to raise and lower the driving floor 1 is installed, and the plane position of the driving floor 1 is measured by a plane position measuring device 3, and this measurement is performed. Based on the result, the correction means attached to the jack device 5, for example, the upper pin portion 10a applies a reaction force to each of the columns 2 to correct the plane position of the driving floor 1 to constantly adjust the plane position of the driving floor 1. Maintaining accuracy, with reference to the driving floor 1 whose accuracy of horizontal position is maintained,
Multiple columns other than the specific column to be corrected 2
To the correction means, that is, the upper pin portion 10a.
Alternatively, the erection accuracy of the pillars 2 is individually corrected by driving the upper guide rollers 9, respectively.

【0006】次に、第2の発明は、構成の大部分が上記
第1の発明と共通するが、その他に、柱2に対して平面
のX−Y2次元方向に出力軸13aを進退させる複数の
補正手段、例えば補正用ジャッキ13が昇降用ジャッキ
装置5に設置され、前記補正用ジャッキ13は各柱2に
反力をとって駆動階1の平面位置を補正すること、及び
補正しようとする柱以外の他の複数の柱2に反力をと
り、前記補正用ジャッキ13が前記柱2の建方精度を1
本づつ個別に補正することが付加されていることを特徴
とする。
Next, the second aspect of the present invention has most of the configuration in common with the first aspect of the present invention, but in addition to that, a plurality of elements for moving the output shaft 13a forward and backward in the XY two-dimensional direction of the plane with respect to the pillar 2 are provided. Correction means, for example, the correction jack 13 is installed in the lifting jack device 5, and the correction jack 13 applies a reaction force to each of the columns 2 to correct the plane position of the driving floor 1 and tries to correct the same. A reaction force is applied to a plurality of pillars 2 other than the pillars, and the correction jack 13 increases the erection accuracy of the pillar 2 to 1
It is characterized in that correction is added individually for each book.

【0007】なお、上述した、平面位置の測定器は、レ
ーザビームの鉛直投射器3を地上に設置し、前記レーザ
ビームの鉛直投射器3から発射したレーザビームを駆動
階1のターゲット4に投射させて前記駆動階1の平面位
置を測定することも特徴とする。
In the above-mentioned plane position measuring device, the laser beam vertical projector 3 is installed on the ground, and the laser beam emitted from the laser beam vertical projector 3 is projected onto the target 4 on the driving floor 1. Then, the plane position of the driving floor 1 is measured.

【0008】[0008]

【作用】レーザビームの鉛直投射器3から発射したレー
ザビームをターゲット4に投射して駆動階1の平面位置
を測定し、平面位置の誤差(ずれ)を検出する。駆動階
1を支持した全部の柱2に反力をとって、補正手段たる
上位のガイドローラ9及び上位のロックピン装置10に
よって駆動階1を平面水平方向に移動させて平面位置を
補正し精度を出す。しかる後に、柱2の建方精度を、補
正すべき特定の1本の柱以外の他の全ての柱2に反力を
とって、やはり補正手段たる上位のガイドローラ9及び
上位のロックピン装置10により当該柱2の建方精度を
補正して精度を個別に出す。
The laser beam emitted from the vertical projector 3 of the laser beam is projected onto the target 4 to measure the plane position of the driving floor 1, and the error (deviation) of the plane position is detected. The reaction force is applied to all the columns 2 supporting the driving floor 1, and the driving floor 1 is moved in the horizontal direction by the upper guide roller 9 and the upper lock pin device 10 which are correction means to correct the plane position and accuracy. Give out. After that, the erection accuracy of the pillar 2 is taken as a reaction force to all the pillars 2 other than the specific one pillar to be corrected, and the upper guide roller 9 and the upper lock pin device, which are also correction means, are used. The erection accuracy of the pillar 2 is corrected by 10 and the accuracy is individually obtained.

【0009】[0009]

【実施例】以下に、本発明の実施例を図面に基いて説明
する。図1は、プッシュアップ工法による建物の構築の
途中段階を示した立面図である。施工の初期に最上階を
駆動階1に構築すると共に、図示を省略したクレーン等
によって柱2を先行して建方し、この柱2に沿って駆動
階1をジャッキ装置により上昇させ、しかる後に下階の
建築及び外装等の施工が行なわれる。例えば柱2の建方
精度を確保した上で、下階の梁15の取付けが行なわれ
る。その一方で、1又は複数のレーザビーム鉛直投射器
3が地上に上向きに設置され、このレーザビーム鉛直投
射器3から発射された垂直なレーザビームが駆動階1の
下面にセットしたターゲット4に投射され、駆動階1の
平面位置が常時測定され、駆動階1の平面位置の誤差
(ずれ)が検出される。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an elevation view showing an intermediate stage of building a building by the push-up method. At the beginning of construction, the top floor is constructed on the drive floor 1, and the pillar 2 is constructed in advance by a crane or the like (not shown), and the drive floor 1 is raised by the jack device along the pillar 2, and after that. Construction of the lower floors and exteriors will be carried out. For example, after securing the erection accuracy of the pillar 2, the beam 15 on the lower floor is attached. On the other hand, one or a plurality of laser beam vertical projectors 3 are installed upward on the ground, and a vertical laser beam emitted from the laser beam vertical projectors 3 is projected onto a target 4 set on the lower surface of the driving floor 1. The plane position of the driving floor 1 is constantly measured, and the error (deviation) in the plane position of the driving floor 1 is detected.

【0010】駆動階1と柱2の間には、柱2に反力をと
って駆動階1をプッシュアップするジャッキ装置5が設
置されている。このジャッキ装置5の具体的構成は、一
例を図2A,Bに示したように、柱2を中心として鋼材
を井桁状に組み合わせた架台6,7を上下に設け、4基
のジャッキ8が柱2と平行に、かつ柱2を中心にしてそ
の外周に対称的に配置されている。前記架台6,7に
は、柱2の直角2辺の側面に当接するように45°方向
に傾けられた2個一組のガイドローラ9が、ジャッキの
如き駆動部9’によって柱2の対角線方向に進退自在に
設けられている。同じ架台6,7には、柱2の反力受部
2aに反力をとるロックピン10a,11aを前記ガイ
ドローラ9の配置とは90°異なる対角線方向の内向き
に進退させるロックピン装置10,11が設置されてい
る。従って、このジャッキ装置5は、柱2に対して、ロ
ックピン装置10,11及びガイドローラ9を平面のX
−Y2次元方向に出力軸を進退させることができる。従
って、前記のようにジャッキ装置5が駆動階1に配置さ
れると、図3に示した建物の平面のX−Y方向に対して
ロックピン装置10,11及びガイドローラ9を駆動さ
せることができる。このジャッキ装置5の本来の機能
は、上下のロックピン装置10,11が交互に柱2の反
力受部2aに反力をとり、ジャッキ8を伸縮駆動させて
駆動階1をプッシュアップさせるものである。
Between the driving floor 1 and the pillar 2, a jack device 5 is installed which pushes up the driving floor 1 by applying a reaction force to the pillar 2. As a specific configuration of the jack device 5, as shown in FIGS. 2A and 2B, the racks 6 and 7 in which steel materials are combined in a cross-shaped manner around the column 2 are provided at the top and bottom, and four jacks 8 are used as the columns. It is arranged in parallel to the column 2 and symmetrically around the column 2 around the column 2. On the mounts 6 and 7, a pair of two guide rollers 9 tilted in a direction of 45 ° so as to come into contact with the sides of the column 2 at right angles to two sides are diagonally connected to the column 2 by a driving unit 9 ′ such as a jack. It is installed so that it can move back and forth in any direction. On the same pedestal 6 and 7, lock pin devices 10 for moving the lock pins 10a and 11a, which exert a reaction force to the reaction force receiving portion 2a of the column 2, inward and backward in a diagonal direction different from the arrangement of the guide rollers 9 by 90 °. , 11 are installed. Therefore, in the jack device 5, the lock pin devices 10 and 11 and the guide roller 9 are arranged on the pillar 2 in a flat X direction.
The output shaft can be moved back and forth in the -Y two-dimensional direction. Therefore, when the jack device 5 is arranged on the driving floor 1 as described above, the lock pin devices 10 and 11 and the guide roller 9 can be driven in the X-Y directions of the plane of the building shown in FIG. it can. The original function of the jack device 5 is that the upper and lower lock pin devices 10 and 11 alternately apply a reaction force to the reaction force receiving portion 2a of the column 2 to extend and retract the jack 8 to push up the drive floor 1. Is.

【0011】次に、建物の構築工法の手順を説明する。
まず、建築途中の駆動階1の平面位置の補正は、レーザ
ビーム鉛直投射器3からレーザビームをターゲット4に
投射して常時正確な平面位置を測定し、駆動階1の平面
位置の誤差(ずれ)を検出する。そして、前記の検出誤
差を補正するには、図3に示した平面配置の各柱2に配
置したジャッキ装置5のロックピン装置10,11及び
ガイドローラ9を進退させ、駆動階1を支持した全部の
柱2に反力をとって駆動階1の平面位置をX−Y方向に
移動させる方法で補正を行ない精度を出す。ロックピン
装置10,11及びガイドローラ9は、建物の平面のX
−Y方向に位置しているので、図3においてY方向に位
置する上位のロックピン装置10又は上位のガイドロー
ラ9の一方を伸ばし他方を縮めると、駆動階1は斜め右
下又は斜め左上の方向へ移動できる(図4A,B)。同
様に、X方向に位置する上位のロックピン装置10又は
ガイドローラ9の一方を伸ばし他方を縮めると、駆動階
1は斜め右上又は斜め左下方向へ移動できる(図4C,
D)。更には、図4A〜Dに示した動作の種々な組合わ
せを行なうことにより、駆動階1の平面位置は360°
全方向の任意方向へ補正可能である。
Next, the procedure of the building construction method will be described.
First, the correction of the plane position of the driving floor 1 during construction is performed by projecting the laser beam from the laser beam vertical projector 3 onto the target 4 to constantly measure the accurate plane position, and the error of the plane position of the driving floor 1 (deviation ) Is detected. Then, in order to correct the detection error, the lock pin devices 10 and 11 and the guide roller 9 of the jack device 5 arranged on each of the columns 2 in the plane arrangement shown in FIG. The reaction force is applied to all the columns 2 to move the plane position of the driving floor 1 in the X-Y directions, and the correction is performed to obtain accuracy. The lock pin devices 10 and 11 and the guide roller 9 are arranged on the X-axis of the plane of the building.
Since it is located in the −Y direction, when one of the upper lock pin device 10 or the upper guide roller 9 located in the Y direction in FIG. 3 is extended and the other is contracted, the drive floor 1 is located at the diagonally lower right or diagonally upper left. Can be moved in any direction (Fig. 4A, B). Similarly, when one of the upper lock pin device 10 or the guide roller 9 located in the X direction is extended and the other is contracted, the drive floor 1 can move diagonally upper right or diagonally lower left (FIG. 4C,
D). Furthermore, by performing various combinations of the operations shown in FIGS. 4A to 4D, the plane position of the driving floor 1 is 360 °.
It is possible to correct in any direction of all directions.

【0012】上述のようにして、駆動階1の平面位置の
精度を確保した後に、この駆動階1の位置を基準にし
て、各柱2の建方精度を出す。それには建方精度を補正
するべき特定の1本の柱以外の他の柱2の全て(又は多
数、以下同じ)に反力をとり、前記柱におけるX−Y方
向の上位のロックピン装置10及び上位のガイドローラ
9を進退させ、同柱2をX−Y方向に動かして補正を行
ない建方精度を得る。他の柱2についても順次に前記し
た建方精度の補正を行うことにより、駆動階1の平面位
置の精度と連動して柱2の建方精度が得られ、正確かつ
効率的に建物の構築を進めることができる。
After the accuracy of the plane position of the drive floor 1 is secured as described above, the erection accuracy of each pillar 2 is obtained with reference to the position of the drive floor 1. To that end, a reaction force is applied to all (or a large number, the same applies hereinafter) of all the columns 2 other than the specific one column for which the erection accuracy is to be corrected, and the upper lock pin device 10 in the XY direction of the columns is used. Also, the upper guide roller 9 is moved back and forth, and the same pillar 2 is moved in the XY directions to make a correction to obtain the erection accuracy. For the other pillars 2, the erection accuracy of the pillars 2 is obtained in conjunction with the accuracy of the plane position of the driving floor 1 by sequentially correcting the erection accuracy described above, and the building construction is accurate and efficient. Can proceed.

【0013】なお、図5は上述したジャッキ装置5に附
属するロックピン装置10,11及びガイドローラ9と
は別個独立の補正用ジャッキ13を、その出力軸13a
が柱2の側面に対してX−Y2次元方向に進退して当接
するように各方向に1基づつ設置して同様な建方精度の
補正を実施する例を示している。この方法によれば、駆
動階1及び各柱2の平面位置の補正に、前記の補正用ジ
ャッキ13を専用に使用して平面位置と建方の精度を出
すことができる。但し、この補正用ジャッキ13は、上
記したロックピン装置10,11及びガイドローラ9と
併用して合計8方向から補正を行ない、より精度の高い
平面位置と建方精度を得ることもできる。
In FIG. 5, a correction jack 13 independent of the lock pin devices 10 and 11 and the guide roller 9 belonging to the above-mentioned jack device 5 is provided with its output shaft 13a.
Shows an example in which one base is installed in each direction so as to advance and retreat in the XY two-dimensional direction with respect to the side surface of the pillar 2 and the same erection accuracy is corrected. According to this method, the correction jacks 13 are exclusively used for the correction of the plane positions of the drive floor 1 and each of the pillars 2 to obtain the precision of the plane position and the erection. However, the correction jack 13 can be used in combination with the lock pin devices 10 and 11 and the guide roller 9 described above to perform correction from a total of eight directions to obtain a more accurate plane position and erection accuracy.

【0014】[0014]

【本発明が奏する効果】本発明に係るプッシュアップ工
法による建物の構築工法は、プッシュアップ工法の施工
の途中段階において常時駆動階1の平面位置の精度及び
柱2の建方精度を効率的にかつ高度に求めることが容易
にでき、ひいては品質、精度の高い建物の建築に寄与す
る。
EFFECTS OF THE INVENTION The construction method of a building by the push-up construction method according to the present invention is capable of constantly improving the accuracy of the plane position of the driving floor 1 and the erection accuracy of the columns 2 in the middle of the construction of the push-up construction method. Moreover, it can be easily obtained at a high level, which in turn contributes to the construction of buildings with high quality and accuracy.

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

【図1】プッシュアップ工法による建物の構築の途中一
段階を示した立面図である。
FIG. 1 is an elevational view showing a step in the middle of building a building by a push-up method.

【図2】Aはジャッキ装置の平面図であり、Bは同ジャ
ッキ装置の正面図である。
FIG. 2A is a plan view of the jack device, and B is a front view of the jack device.

【図3】駆動階の平面配置図である。FIG. 3 is a plan layout view of a driving floor.

【図4】A〜Dは駆動階の位置補正の要領を示した平面
図である。
4A to 4D are plan views showing a procedure for position correction of a driving floor.

【図5】補正用ジャッキの平面図である。FIG. 5 is a plan view of a correction jack.

【符号の説明】 1 駆動階 2 柱 3 レーザビーム鉛直投射器 5 ジャッキ装置 9 ガイドローラ 10,11 ロックピン装置 13 補正用ジャッキ[Explanation of Codes] 1 Driving floor 2 Pillars 3 Laser beam vertical projector 5 Jack device 9 Guide roller 10, 11 Lock pin device 13 Correction jack

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】駆動階と柱との間で交互に柱に反力をとり
前記駆動階を昇降させるジャッキ装置が設置されている
こと、 平面位置の測定器によって前記駆動階の平面位置を測定
し、この測定結果に基いて前記ジャッキ装置に附属する
補正手段が各柱に反力をとり前記駆動階の平面位置を補
正し常に前記駆動階の平面位置の精度を維持すること、 平面位置の精度を維持された前記駆動階を基準として、
補正しようとする特定の柱以外の他の複数の柱に反力を
とり、前記補正手段によって当該柱の建方精度を1本づ
つ個別に補正すること、をそれぞれを特徴とする、プッ
シュアップ工法による建物の構築工法。
1. A jack device for alternately raising and lowering the driving floor by applying a reaction force to the pillar between the driving floor and the pillar is provided, and the plane position of the driving floor is measured by a plane position measuring device. However, based on this measurement result, the correction means attached to the jack device corrects the plane position of the driving floor by applying a reaction force to each column to constantly maintain the accuracy of the plane position of the driving floor, Based on the driving floor whose accuracy is maintained,
Push-up construction method, characterized in that a reaction force is applied to a plurality of columns other than the specific column to be corrected, and the erection accuracy of the columns is individually corrected by the correction means. Building construction method by.
【請求項2】駆動階と柱との間で交互に柱に反力をとり
前記駆動階を昇降させる昇降用ジャッキ装置が設置され
ていること、 前記柱に対して平面のX−Y2次元方向に出力軸を進退
させる複数の補正手段が上記昇降用ジャッキ装置に設置
されていること、 平面位置の測定器によって前記駆動階の平面位置を測定
し、この測定結果に基いて前記補正手段が各柱に反力を
とって駆動階の平面位置を補正し常に前記駆動階の平面
位置の精度を維持すること、 平面位置の精度を維持された前記駆動階を基準として、
補正しようとする柱以外の他の複数の柱に反力をとり、
前記補正手段が前記柱の建方精度を1本づつ個別に補正
すること、をそれぞれ特徴とする、プッシュアップ工法
による建物の構築工法。
2. An elevating jack device for alternately raising and lowering the driving floor by applying a reaction force to the pillar between the driving floor and the pillar is installed, and a plane XY two-dimensional direction with respect to the pillar. A plurality of correction means for moving the output shaft forward and backward are installed in the lifting jack device, the plane position of the driving floor is measured by a plane position measuring instrument, and the correction means determines each of them based on the measurement result. To maintain the accuracy of the plane position of the driving floor by correcting the plane position of the driving floor by taking the reaction force to the pillar, and based on the driving floor where the accuracy of the plane position is maintained,
Apply reaction force to multiple pillars other than the pillar to be corrected,
A construction method of a building by a push-up construction method, characterized in that the correction means individually corrects the erection accuracy of the columns one by one.
【請求項3】平面位置の測定器は、レーザビームの鉛直
投射器を地上に設置し、前記レーザビームの鉛直投射器
から発射されたレーザビームを駆動階のターゲットに投
射させて前記駆動階の平面位置を測定することを特徴と
する、請求項1又は請求項2に記載したプッシュアップ
工法による建物の構築工法。
3. The plane position measuring device has a laser beam vertical projector installed on the ground, and a laser beam emitted from the laser beam vertical projector is projected onto a target on the driving floor to drive the laser beam on the driving floor. The building construction method by the push-up construction method according to claim 1 or 2, wherein a plane position is measured.
JP5004731A 1993-01-14 1993-01-14 Building construction method by push-up method Expired - Fee Related JP3041558B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5004731A JP3041558B2 (en) 1993-01-14 1993-01-14 Building construction method by push-up method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5004731A JP3041558B2 (en) 1993-01-14 1993-01-14 Building construction method by push-up method

Publications (2)

Publication Number Publication Date
JPH06212806A true JPH06212806A (en) 1994-08-02
JP3041558B2 JP3041558B2 (en) 2000-05-15

Family

ID=11592054

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5004731A Expired - Fee Related JP3041558B2 (en) 1993-01-14 1993-01-14 Building construction method by push-up method

Country Status (1)

Country Link
JP (1) JP3041558B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5839239A (en) * 1996-04-04 1998-11-24 Jang; Byung K. Apparatus and method for building construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5839239A (en) * 1996-04-04 1998-11-24 Jang; Byung K. Apparatus and method for building construction

Also Published As

Publication number Publication date
JP3041558B2 (en) 2000-05-15

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