JP2836369B2 - Roof structure of temporary beam assembly device for building construction - Google Patents

Roof structure of temporary beam assembly device for building construction

Info

Publication number
JP2836369B2
JP2836369B2 JP4117710A JP11771092A JP2836369B2 JP 2836369 B2 JP2836369 B2 JP 2836369B2 JP 4117710 A JP4117710 A JP 4117710A JP 11771092 A JP11771092 A JP 11771092A JP 2836369 B2 JP2836369 B2 JP 2836369B2
Authority
JP
Japan
Prior art keywords
temporary
building
roof
building construction
beam assembly
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
JP4117710A
Other languages
Japanese (ja)
Other versions
JPH05311889A (en
Inventor
達也 脇坂
孝 汐川
則之 古屋
敦弘 堂山
孝晏 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.)
OOBAYASHIGUMI KK
Original Assignee
OOBAYASHIGUMI KK
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 OOBAYASHIGUMI KK filed Critical OOBAYASHIGUMI KK
Priority to JP4117710A priority Critical patent/JP2836369B2/en
Publication of JPH05311889A publication Critical patent/JPH05311889A/en
Application granted granted Critical
Publication of JP2836369B2 publication Critical patent/JP2836369B2/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】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、全天候型のビル建設
用仮設梁組装置において、梁組構造の上部を覆う仮設屋
根構造の改良に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a temporary roof structure for covering an upper part of a beam structure in an all-weather temporary beam system for building construction.

【0002】[0002]

【従来の技術】高層ビルの建築用の仮設足場として、全
天候型の仮設梁組装置が提案されている。この仮設梁組
装置は、構築予定ビルの周囲に配置された少なくとも4
本の仮設支柱と、各仮設支柱間の上部に平行に掛け渡さ
れ、昇降装置を介して昇降可能な少なくとも一対の仮設
梁組構造とを備えている。
2. Description of the Related Art As a temporary scaffold for building high-rise buildings, an all-weather temporary beam assembly apparatus has been proposed. This temporary beam assembly device has at least four beams arranged around the building to be constructed.
It includes a temporary support of the book and at least one pair of temporary beam assembly structures that are laid parallel to the upper part between the temporary supports and that can be raised and lowered via a lifting device.

【0003】この仮設梁組構造にはクレーンなどビル構
築用の施工施設を備えるとともに、その上部に仮設屋根
を掛け渡すためのもので、ビルの施工の進捗度合いに応
じて梁組構造を上昇させ、構築完了後は下降させて最終
的に仮設柱とともに撤去するものであり、類似する大き
さのビル建築に何度でも転用できること、及び屋根があ
ることによって天候に左右されずに工事が行えるため、
工期が安定するなどの利点がある。
[0003] The temporary beam structure is provided with a construction facility for building a building such as a crane and is used for hanging a temporary roof over the building. The beam structure is raised in accordance with the progress of building construction. After the construction is completed, it is lowered and finally removed together with the temporary pillars. It can be converted to a building of similar size as many times as possible, and the roof allows the construction to be performed regardless of the weather. ,
There are advantages such as a stable construction period.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、この構
造にあっては、最終的に架設梁組構造を下降させる前に
仮設屋根が邪魔になるため、まず架設屋根の解体撤去工
事を行わなければならなかった。この作業は高所作業で
あるため危険であり、また、解体した屋根資材を高所か
ら下ろさなければならないため、搬出作業にも手間取る
ほか、転用時の屋根の再組立も面倒となっていた。
However, in this structure, the temporary roof is obstructed before finally lowering the erection beam structure, so that the erection roof must be dismantled and removed first. Did not. This work was dangerous because it was performed at high places, and the dismantled roofing materials had to be removed from high places, which took time to carry out and required reassembly of the roof during diversion.

【0005】この発明は、以上の問題を解決するもので
あって、その目的は、梁組構造の上部に折畳み展開自在
に設けられ、仮設梁組構造の下降時には解体撤去するこ
となく、片側または両側に寄せて構築された建物に対す
る干渉を避けることができるようにしたビル建築用仮設
梁組装置の屋根構造を提供するものである。
The present invention has been made to solve the above problems, and an object of the present invention is to fold and unfold it on an upper part of a beam structure, and to disassemble and remove one side or a lower part when a temporary beam structure descends. An object of the present invention is to provide a roof structure of a temporary girder assembly for building construction capable of avoiding interference with a building constructed on both sides.

【0006】[0006]

【課題を解決するための手段】前記目的を達成するた
め、この発明は、構築予定ビルの周囲に配置された少な
くとも4本の仮設支柱と、各仮設支柱間の上部に平行に
掛け渡され、昇降装置を介して昇降可能な少なくとも一
対の仮設梁組構造を備えたビル建築用仮設梁組装置にお
いて、前記各仮設梁組構造の上部に直交して両端を移動
可能に支持された多数の力骨と、各力骨の上部に張設さ
れて前記梁組構造間の上部に展開,折畳み可能な幌屋根
を形成する可撓性シートとを備え、前記各仮設梁組構造
と折り畳まれた幌屋根とが平面視でビルの外方にあるこ
とを特徴とするものである。
In order to achieve the above-mentioned object, the present invention is directed to a construction in which at least four temporary struts arranged around a building to be constructed are extended in parallel with an upper portion between the respective temporary struts, in the provisional設梁set apparatus for building construction that includes at least a pair of temporary beam sets structure elevatable via the lifting device, a number of which is movably supported at both ends perpendicular the top of each temporary beam pair structure Each of the temporary beam structures , comprising: a power bone; and a flexible sheet stretched over each power bone to form a hood roof that can be deployed and folded at an upper portion between the beam structures.
And the folded hood roof are outside the building in plan view.
It is characterized by the following.

【0007】[0007]

【作用】各力骨を梁組構造の上部に沿って所定間隔で配
置することによってシートが展開され、梁組構造の上部
を幌屋根状に覆う。各力骨を梁組構造の上部片側または
両側に寄せることで、シートが蛇腹状に折畳まれて梁組
構造の上部が開口し、建物に干渉することなく梁組構造
を下降させることができる。
The seat is deployed by arranging the power bones at predetermined intervals along the upper part of the beam structure, and covers the upper part of the beam structure in a hood roof shape. By moving each force bone to one or both sides of the upper part of the beam structure, the sheet is folded in a bellows shape, the upper part of the beam structure is opened, and the beam structure can be lowered without interfering with the building .

【0008】[0008]

【実施例】以下この発明の実施例を図面を用いて詳細に
説明する。図1,2において、仮設梁組装置1は、構築
予定の高層ビル2の外周に配置された4本の仮設支柱3
に昇降可能に取り付けられた昇降装置4と、各昇降装置
4の上部に平行に架設された一対の大梁5とを備えてい
る。
Embodiments of the present invention will be described below in detail with reference to the drawings. In FIGS. 1 and 2, a temporary beam assembly device 1 includes four temporary columns 3 arranged on the outer periphery of a high-rise building 2 to be constructed.
And a pair of large beams 5 installed in parallel on the upper part of each lifting device 4.

【0009】昇降装置4は各仮設支柱3に設けたガイド
機構に含まれるラックに噛合するピニオンと、ピニオン
の回転駆動用モ―タを備え、モ―タの正逆転に応じて仮
設支柱3に沿って昇降し、各大梁5を昇降させる。
The lifting / lowering device 4 includes a pinion that meshes with a rack included in a guide mechanism provided on each temporary support 3, and a motor for driving the rotation of the pinion. The girder 5 is moved up and down.

【0010】大梁5はトラス組構造のもので、これと直
交して上部に両端を支持される天井クレーン6のクレー
ンガーダを兼用するとともに、上部全体を覆う屋根構造
7を備えている。
The girder 5 has a truss structure and is provided with a roof structure 7 which also serves as a crane girder of an overhead crane 6 whose both ends are supported at an upper portion at right angles to the truss assembly and which covers the entire upper portion.

【0011】天井クレーン6は大梁5に沿ってX方向に
移動可能な第一の横行装置6aと、第一の横行装置6a
に沿ってY方向に移動する第二の横行装置6bとからな
り、第二の横行装置6bから繰り出されるクレーンフッ
ク6cに吊り下げた各種建築資材を任意の場所に運搬す
る。
The overhead crane 6 has a first traversing device 6a movable in the X direction along the beam 5 and a first traversing device 6a.
And a second traversing device 6b that moves in the Y direction along the road, and transports various building materials suspended on crane hooks 6c drawn out from the second traversing device 6b to an arbitrary location.

【0012】屋根構造7は両大梁5の上部に両端を架設
されたアーチ状の多数の力骨8と、各力骨8の上部に張
設された可撓性シート9からなっている。
The roof structure 7 is composed of a large number of arch-shaped power bones 8, both ends of which are erected on the upper portions of both girders 5, and a flexible sheet 9 stretched over each power bone 8.

【0013】各力骨8の両端には、前記大梁5の上部に
敷設されたガイドレール5aに沿って走行可能な車輪8
aが設けられ、大梁5上を移動可能としている。図3
(a)に示すように各力骨8を所定間隔を保って大梁5
上に配置した状態では前記シート9は幌屋根状となって
所定の張力で展開され、大梁5間の開口及び建設中のビ
ル2の上面全体を覆う。
At both ends of each power bone 8, wheels 8 that can travel along guide rails 5a laid on the upper part of the girders 5 are provided.
a is provided so as to be movable on the girder 5. FIG.
As shown in FIG.
In the state of being placed on the upper side, the sheet 9 has a roof shape and is developed with a predetermined tension, and covers the opening between the girders 5 and the entire upper surface of the building 2 under construction.

【0014】シート9は堅牢かつ軽量で、採光が可能な
繊維材あるいはビニルシート等からなるもので、全体を
覆った状態では天候に左右されることなく建設作業を可
能にするとともに、シート9を通して採光することで良
好な作業環境を提供する。
The sheet 9 is made of a fibrous material or a vinyl sheet, etc., which is robust and lightweight, and can receive light. When the sheet 9 is entirely covered, it enables construction work without being affected by the weather. Lighting provides a good working environment.

【0015】ビル工事完了後は図3(b)に示すよう
に、力骨8を大梁5の一方側の端部に引き寄せること
で、前記シート9は蛇腹状に折り畳まれた状態で大梁5
間の上部を開口する。また、天井クレーン6を大梁5の
他端側に退避させることで、仕上がったビル1に干渉す
ることなく大梁5を昇降装置3を介して地上部まで下降
させることができる。
After the completion of the building work, as shown in FIG. 3B, the force bone 8 is drawn to one end of the girder 5 so that the seat 9 is folded in a bellows shape.
Open the top between. Further, by retracting the overhead crane 6 to the other end of the girder 5, the girder 5 can be lowered to the ground via the elevating device 3 without interfering with the finished building 1.

【0016】地上部に引き下ろした後は、前記力骨8及
びシート9を大梁5から撤去すれば屋根構造7の解体操
作が完了する。そして折畳み状態に束ね、保管しておけ
ば、転用時において再び地上部で大梁5のレール5a上
に力骨8を設置するだけで再使用が可能である。
After being pulled down to the ground, the power bone 8 and the sheet 9 are removed from the girder 5, and the dismantling operation of the roof structure 7 is completed. If they are bundled and stored in a folded state, they can be reused by simply placing the oscillating bone 8 on the rail 5a of the girder 5 at the ground portion when diverting.

【0017】なお、前記各力骨8の展開と引き寄せに当
たっては例えばワイヤとウインチなどからなる折畳み展
開用の駆動機構を用いることができ、人力による操作を
必要としないため、建設作業中であっても必要に応じて
任意に屋根の開閉を行うことができる。また実施例では
力骨8を一方にのみ引き寄せる構成としたが、建築しよ
うとするビルの面積が大きい場合にはシート9及び力骨
8の群を二分割し、展開時には中央で重なり合うように
し、折畳み時には大梁5の両側に引き寄せることもでき
る。
In order to deploy and pull each of the power bones 8, a folding drive mechanism composed of, for example, a wire and a winch can be used, and no manual operation is required. The roof can be arbitrarily opened and closed as needed. In addition, in the embodiment, the power bone 8 is drawn only to one side. However, when the area of the building to be constructed is large, the group of the sheet 9 and the power bone 8 is divided into two parts, and when deployed, they are overlapped at the center. At the time of folding, it can be drawn to both sides of the girder 5.

【0018】[0018]

【発明の効果】以上実施例により詳細に説明したように
この発明にかかるビル建築用仮設梁組装置の屋根構造に
あっては、各力骨を梁組構造の上部に沿って所定間隔で
配置することによってシートが展開され、梁組構造の上
部を幌屋根状に覆い、各力骨を梁組構造の上部片側また
は両側に寄せることで、シートが蛇腹状に折畳まれて梁
組構造の上部が開口し、建物に干渉することなく梁組構
造を下降させることができるので、特に下降時において
屋根の解体工事及び撤去作業が不要となり、安全性を向
上できるとともに、作業能率を向上できる。また、地上
部で梁組構造から引き離すことで解体撤去が行え、その
後の転用も簡単にできるなどの利点がある。
As described in detail in the above embodiments, in the roof structure of the temporary beam building apparatus for building construction according to the present invention, each force bone is arranged at a predetermined interval along the upper part of the beam structure. Then, the sheet is unfolded, the upper part of the beam structure is covered like a roof, and each force bone is moved to one side or both sides of the beam structure, so that the sheet is folded in a bellows shape and the beam structure is Since the upper part is open and the beam structure can be lowered without interfering with the building, the dismantling and removal work of the roof is not required, especially at the time of descent, so that safety can be improved and work efficiency can be improved. In addition, there is an advantage that dismantling and removal can be performed by separating the beam from the beam structure on the ground, and subsequent conversion can be easily performed.

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

【図1】この発明による仮設梁組装置の概略説明図であ
る。
FIG. 1 is a schematic explanatory view of a temporary beam assembly device according to the present invention.

【図2】図1のA−A線に沿った平断面図である。FIG. 2 is a plan sectional view taken along line AA of FIG.

【図3】(a)は屋根構造で覆った状態を示す斜視図で
ある。(b)は屋根構造を大梁の片側に寄せた状態を示
す斜視図である。
FIG. 3A is a perspective view showing a state covered with a roof structure. (B) is a perspective view showing the state where the roof structure was moved to one side of the girder.

【符号の説明】[Explanation of symbols]

1 仮設梁組装置 2 高層ビル 3 仮設支柱 4 昇降装置 5 大梁(梁組構造) 6 天井クレーン 7 屋根構造 8 力骨 9 可撓性シート DESCRIPTION OF SYMBOLS 1 Temporary beam assembly device 2 High-rise building 3 Temporary support 4 Elevating device 5 Large beam (beam structure) 6 Overhead crane 7 Roof structure 8 Power bone 9 Flexible sheet

───────────────────────────────────────────────────── フロントページの続き (72)発明者 堂山 敦弘 東京都清瀬市下清戸4丁目640番地 株 式会社大林組技術研究所内 (72)発明者 藤井 孝晏 大阪府大阪市中央区北浜東4番33号 株 式会社大林組本店内 (56)参考文献 特開 平5−71225(JP,A) (58)調査した分野(Int.Cl.6,DB名) E04G 21/28──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Atsuhiro Doyama 4-640 Shimoseito, Kiyose-shi, Tokyo Inside Obayashi Corporation Technical Research Institute (72) Inventor Takaya Fujii 4-33 Kitahama Higashi, Chuo-ku, Osaka-shi, Osaka (56) References JP-A-5-71225 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E04G 21/28

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 構築予定ビルの周囲に配置された少なく
とも4本の仮設支柱と、各仮設支柱間の上部に平行に掛
け渡され、昇降装置を介して昇降可能な少なくとも一対
の仮設梁組構造を備えたビル建築用仮設梁組装置におい
て、 前記各仮設梁組構造の上部に直交して両端を移動可能に
支持された多数の力骨と、各力骨の上部に張設されて前
記梁組構造間の上部に展開,折畳み可能な幌屋根を形成
する可撓性シートとを備え、前記各架設梁組構造と折り畳まれた幌屋根とが平面視で
ビルの外方にある ことを特徴とするビル建築用仮設梁組
装置の屋根構造。
At least four temporary columns arranged around a building to be constructed, and at least one pair of temporary beam assembly structures which are laid in parallel between upper portions of the temporary columns and which can be raised and lowered via a lifting device. in building construction temporary設梁set apparatus wherein the tightly stretched a number of forces bone which is movably supported at both ends perpendicular the top of each temporary beam pair structure, the top of each force bone A flexible sheet is provided at the upper part between the beam structures to form a deployable and foldable hood roof. Each of the erection beam structures and the folded hood roof are viewed in plan.
A roof structure for a temporary beam assembly device for building construction , which is located outside the building.
JP4117710A 1992-05-11 1992-05-11 Roof structure of temporary beam assembly device for building construction Expired - Fee Related JP2836369B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4117710A JP2836369B2 (en) 1992-05-11 1992-05-11 Roof structure of temporary beam assembly device for building construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4117710A JP2836369B2 (en) 1992-05-11 1992-05-11 Roof structure of temporary beam assembly device for building construction

Publications (2)

Publication Number Publication Date
JPH05311889A JPH05311889A (en) 1993-11-22
JP2836369B2 true JP2836369B2 (en) 1998-12-14

Family

ID=14718395

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4117710A Expired - Fee Related JP2836369B2 (en) 1992-05-11 1992-05-11 Roof structure of temporary beam assembly device for building construction

Country Status (1)

Country Link
JP (1) JP2836369B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2666205B2 (en) * 1993-01-20 1997-10-22 三井建設株式会社 Elevating temporary roof
JPH1162244A (en) * 1997-08-25 1999-03-05 Shimizu Corp Frame for frame building and frame building method using the same
JP7205304B2 (en) * 2019-03-01 2023-01-17 株式会社ダイフク Transfer machine

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0571225A (en) * 1991-09-10 1993-03-23 Kumagai Gumi Co Ltd Temporarily set roof of complete weather type

Also Published As

Publication number Publication date
JPH05311889A (en) 1993-11-22

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