JP2743102B2 - Push-up construction method for large span frames - Google Patents

Push-up construction method for large span frames

Info

Publication number
JP2743102B2
JP2743102B2 JP33931989A JP33931989A JP2743102B2 JP 2743102 B2 JP2743102 B2 JP 2743102B2 JP 33931989 A JP33931989 A JP 33931989A JP 33931989 A JP33931989 A JP 33931989A JP 2743102 B2 JP2743102 B2 JP 2743102B2
Authority
JP
Japan
Prior art keywords
roof
jack
wall frame
extended
push
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
JP33931989A
Other languages
Japanese (ja)
Other versions
JPH03197736A (en
Inventor
潤朗 合田
行正 山田
英二 大久保
裕之 甲野
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 Corp
Original Assignee
Takenaka 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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP33931989A priority Critical patent/JP2743102B2/en
Publication of JPH03197736A publication Critical patent/JPH03197736A/en
Application granted granted Critical
Publication of JP2743102B2 publication Critical patent/JP2743102B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、体育館等の大スパンの屋根架構を構築す
るための押し上げ構築工法に関するものである。
Description: TECHNICAL FIELD The present invention relates to a push-up construction method for constructing a large span roof frame such as a gymnasium.

〔従来の技術〕[Conventional technology]

従来、大スパンの架構を押上げによって構築するには
第5図に示すように、大屋根5を地上6で組立てた後、
屋根5を支える柱7を多数のジャッキアップ装置8を一
斉に作動させることによって、第6図に示すように完成
時の高さまで多数回に分けて押上げる工法が行われてい
た。
Conventionally, to construct a large span frame by pushing up, as shown in FIG. 5, after assembling the large roof 5 on the ground 6,
By operating a number of jack-up devices 8 simultaneously on the pillars 7 supporting the roof 5, a method of pushing up to a height at the time of completion as shown in FIG.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

前記従来の押上げ工法は高所に柱を押上げるものであ
るので、所定の高さに固定するまでは各ジャッキアップ
装置の押上げ量を完全に一致させないと傾いて危険であ
り、また屋根を支持する柱を押上げるもので、屋根の押
上げ時に屋根の下方に壁体を同時に構築できない問題点
があった。
Since the conventional push-up method pushes the column to a high place, it is dangerous to tilt the jack-up device unless the push-up amount of each jack-up device is completely matched until the column is fixed at a predetermined height, and the roof is also damaged. There is a problem that it is not possible to simultaneously construct a wall below the roof when pushing up the roof.

この発明は、これらの問題点を解決し、高所作業を行
っても安全であり、屋根が所定の高さに達したときには
建物の壁部分がほとんど完成しているようにする構築工
法を提供することを課題とするものである。
The present invention solves these problems and provides a construction method that is safe even when working at heights, and that when the roof reaches a predetermined height, the wall portion of the building is almost completed. The task is to do so.

〔課題を解決するための手段〕[Means for solving the problem]

前記の課題を解決するためこの発明は、屋根を地組み
した後、壁躯体を複数に分割した区画ごとにジャッキを
設けてこれらを屋根に取付ける第1工程と、1つ置きの
ジャッキを1ストローク伸長させて屋根を上昇させ、伸
長させなかったジャッキの下方の空間に分割した壁躯体
を構築する第2工程と、その構築した壁躯体を反力支持
体としてジャッキを1ストローク伸長させ屋根を上昇さ
せ、その前の工程で伸長させたジャッキを伸長させなか
った元の状態に収縮させて、その下方の空間に分割した
壁躯体を構築する第3工程と、屋根が所定の高さに達す
るまで第3工程を繰返す第4工程とからなる大スパン架
構の押上げ構築工法の手段を講じるものである。
In order to solve the above-mentioned problems, the present invention provides a first step in which a roof is laid, a jack is provided for each of a plurality of sections into which a wall frame is divided, and these jacks are attached to the roof, The second step of constructing a wall structure that is extended and raising the roof and dividing the space below the jack that has not been extended, and extending the jack by one stroke using the constructed wall structure as a reaction force support to raise the roof The third step in which the jack extended in the previous step is contracted to the original state in which it was not extended, and a wall frame divided in the space below the third step is constructed, and until the roof reaches a predetermined height. The fourth step of repeating the third step is to push up and construct a large span frame.

〔実施例〕〔Example〕

この発明の実施例について図面を参照して説明する。 An embodiment of the present invention will be described with reference to the drawings.

第1図に示すように、大スパンの屋根1を地上2で組
立てた後、屋根1を支持する壁躯体の長さを多数の区画
A,B,C,D…に分割し、その区画A,B,C,D…ごとに設けたジ
ャッキ3を屋根1の下部に取付ける(第1工程とい
う。)つぎに、第2図に示すように、1つ置きのジャッ
キ3A,3C…(すなわち、全体の1/2のジャッキ)を1スト
ローク分伸長させて屋根1を上昇させ、伸長させなかっ
たジャッキ3B,3D…の属する区画B,D…の上方とジャッキ
3B,3D…の下方との間に1ストローク分の空間ができる
ので、この空間を埋めるように分割された壁躯体4B,4D
…を構築する(第2工程という)。つぎに、第3図に示
すように、この構築された壁躯体4B,4D…を反力支持体
としてその上にあるジャッキ3B,3D…を1ストローク伸
長させて屋根1を上昇させ、その前の工程で伸長させた
ジャッキ3A,3C…を伸長させなかった元の状態に収縮さ
せ、そのジャッキ3A,3C…の属する区間A,C…の上方とジ
ャッキ3A,3C…の下方との間にできた空間に分割された
壁躯体4A,4C…を構築する(第3工程という)。続い
て、第3工程と同様に前に構築された壁躯体を反力支持
体としてジャッキ伸長させ、その隣の区画に壁躯体を構
築する工程を屋根1が所定の高さに達するまで繰返す
(第4工程という)。そして、第4図に示すように最終
的にすべてのジャッキ3A,3B,3C,3D…を壁躯体4中に埋
め殺しにして大スパン架構の構築を完了する。
As shown in FIG. 1, after assembling a large span roof 1 on the ground 2, the length of a wall frame supporting the roof 1 is divided into a number of sections.
A, B, C, D,... Are divided, and the jacks 3 provided for each of the sections A, B, C, D,... Are attached to the lower part of the roof 1 (referred to as a first step). as such, every other jacks 3 a, 3 C ... (i.e., the entire half of the jack) was extended 1 stroke raising the roof 1, did not extended jack 3 B, 3 D ... of Jacks above the divisions B, D…
Since there is a space for one stroke between the lower part of 3 B , 3 D …, the wall frame 4 B , 4 D divided to fill this space
Are constructed (referred to as a second step). Next, as shown in FIG. 3, increase the jack 3 B, 3 roof 1 D ... was one stroke extended in the constructed Kabemukurotai 4 B, 4 D ... The thereon as a reaction force support is allowed, the deflated prior to the jack 3 a was extended with process, 3 C ... to the original state did not extend the its jack 3 a, 3 C ... it belongs sections a, C ... upper and jack 3 a , 3 C … are constructed into a space formed below and below the walls 4 A , 4 C … (referred to as a third step). Subsequently, similarly to the third step, the step of jack-extending the previously constructed wall frame as a reaction force support and repeating the step of building the wall frame in the adjacent section is repeated until the roof 1 reaches a predetermined height ( The fourth step). The fourth finally all of the jacks, as shown in FIG. 3 A, 3 B, 3 C , 3 and D ... to killing buried in Kabemukurotai 4 completes the construction of large-span Frames.

〔発明の効果〕〔The invention's effect〕

この発明は、ジャッキ押上げ量が1ストロークと短距
離であり、かつ隣接するジャッキが壁躯体上に支持され
るので各ジャッキの押上げ量に多少の誤差があっても屋
根が傾いて倒れる危険がなく、ジャッキの操作が容易で
あり、かつ風や地震等の外力に対しても安定度が高く、
また屋根の押上げが終了した時点で壁躯体の構築もほと
んど完成状態となるので、後で壁躯体を構築するものに
比べて壁躯体を能率的に施行できる。
According to the present invention, since the jack push-up amount is as short as one stroke and the adjacent jacks are supported on the wall frame, even if there is a slight error in the push-up amount of each jack, the roof may fall down due to inclination. The jack is easy to operate, and has high stability against external forces such as wind and earthquake.
In addition, since the construction of the wall frame is almost completed when the roof has been pushed up, the wall frame can be efficiently executed compared to the case where the wall frame is constructed later.

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

第1図〜第4図は、この発明の実施例を示すものでそれ
ぞれ一部の正面図、第5図および第6図は従来例を示す
ものでそれぞれ一部切断した正面図である。 1……屋根、3……ジャッキ、4……壁躯体、A,B,C,D
……区画。
FIG. 1 to FIG. 4 show an embodiment of the present invention, and FIG. 5 and FIG. 6 show prior art examples, each of which is partially cut away. 1… Roof, 3… Jack, 4… Wall skeleton, A, B, C, D
…… Sections.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】屋根(1)を地組みした後、壁躯体を複数
に分割した区画ごとにジャッキ(3)を設けてこれらを
屋根(1)に取付ける第1工程と、1つ置きのジャッキ
(3)を1ストローク伸長させて屋根(1)を上昇さ
せ、伸長させなかったジャッキ(3)の下方の空間に分
割した壁躯体(4)を構築する第2工程と、その構築し
た壁躯体(4)の反力支持体としてジャッキ(3)を1
ストローク伸長させて屋根(1)を上昇させ、その前の
工程で伸長させたジャッキ(3)を伸長させなかった元
の状態に収縮させてその下方の空間に分割した壁躯体
(4)を構築する第3工程と、屋根(1)が所定の高さ
に達するまで第3工程を繰返す第4工程とからなる大ス
パン架構の押上げ構築工法。
1. A first step in which after the roof (1) is laid, jacks (3) are provided for each of the divided sections of the wall frame and attached to the roof (1), and every other jack is provided. (3) Extending the stroke (1) by one stroke to raise the roof (1), and constructing a wall frame (4) divided into a space below the jack (3) that has not been extended, and the constructed wall frame One jack (3) as the reaction force support of (4)
The roof (1) is raised by the stroke extension, and the jack (3) extended in the previous process is contracted to the original state where it was not extended, and the wall frame (4) divided into the space below is constructed. And a fourth step of repeating the third step until the roof (1) reaches a predetermined height.
JP33931989A 1989-12-26 1989-12-26 Push-up construction method for large span frames Expired - Fee Related JP2743102B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33931989A JP2743102B2 (en) 1989-12-26 1989-12-26 Push-up construction method for large span frames

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33931989A JP2743102B2 (en) 1989-12-26 1989-12-26 Push-up construction method for large span frames

Publications (2)

Publication Number Publication Date
JPH03197736A JPH03197736A (en) 1991-08-29
JP2743102B2 true JP2743102B2 (en) 1998-04-22

Family

ID=18326332

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33931989A Expired - Fee Related JP2743102B2 (en) 1989-12-26 1989-12-26 Push-up construction method for large span frames

Country Status (1)

Country Link
JP (1) JP2743102B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2737433B2 (en) * 1991-03-07 1998-04-08 株式会社大林組 High-rise building construction method

Also Published As

Publication number Publication date
JPH03197736A (en) 1991-08-29

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