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JPH05171817A - Temporary house for all-weather type execution - Google Patents

Temporary house for all-weather type execution

Info

Publication number
JPH05171817A
JPH05171817A JP35626191A JP35626191A JPH05171817A JP H05171817 A JPH05171817 A JP H05171817A JP 35626191 A JP35626191 A JP 35626191A JP 35626191 A JP35626191 A JP 35626191A JP H05171817 A JPH05171817 A JP H05171817A
Authority
JP
Japan
Prior art keywords
building
rail
roof
frame
house
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
JP35626191A
Other languages
Japanese (ja)
Other versions
JP2942879B2 (en
Inventor
Hiroo Sakurai
洋雄 桜井
Takeshi Mitsui
健 三井
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 JP35626191A priority Critical patent/JP2942879B2/en
Publication of JPH05171817A publication Critical patent/JPH05171817A/en
Application granted granted Critical
Publication of JP2942879B2 publication Critical patent/JP2942879B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To improve workability by manufacturing a prefabricated scaffolding by installing a trestle and a rail on a house sidewall, successively lifting roof steel frame units, horizontally moving the units on the rail, assembling all units and disposing a bundle material. CONSTITUTION:A prefabricated scaffolding, in which trestles 15 are mounted on a girder surface and a rail 17 is laid, is manufactured in the sidewalls 1, 1 of a house 4. Roof steel-frame units 18, at both ends of which trucks 21 are annexed, are lifted successively onto the gable surface of the house 4, the trucks 21 are rolled on the rail 17 while setting up a finishing material, an overhead crane, etc., and the trucks are moved horizontally and the whole is assembled. Bundle materials 22, 22 are disposed among a roof steel frame and the tresles 15 and clamped. Accordingly, materials can be lifted by a light-weight crane, and the labor and cost of installation and overhaul can be reduced.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は全天候型施工のための仮
設建家に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary building for all-weather construction.

【0002】[0002]

【従来の技術】建設現場における作業は屋外作業が多く
天候の影響を受ける。このため作業場所を全天候型施工
のための仮設建家で覆い、天候の影響を受けない作業環
境へ改善する必要性が生じている。かかる仮設建家の構
築には、部材吊込みのためにタワークレーンなどの揚重
機を必要とする。一方、仮設建家で覆った後の建設資材
揚重は、上部からの吊込みが困難になるため、タワーク
レーンなどの代りに仮設建家に取付けた天井クレーンな
どを用いることになる。叙上の要求に対応し得る仮設建
家としては、従来より一般に鉄骨架構のものが採用され
ている。
2. Description of the Related Art A lot of outdoor work at construction sites is affected by the weather. For this reason, it is necessary to cover the work place with a temporary building for all-weather construction and improve the work environment to be unaffected by the weather. Construction of such a temporary building requires a lifting machine such as a tower crane for suspending members. On the other hand, since it is difficult to hang the construction material from the upper part after the building material is covered with the temporary building, an overhead crane or the like attached to the temporary building is used instead of the tower crane. As a temporary building that can meet the above requirements, a steel frame structure has been generally used.

【0003】[0003]

【発明が解決しようとする課題】従来の仮設建家にあっ
ては、鉄骨架構であるためある程度強固な柱基礎の築造
や架構部材間の溶接等の手間のかかる作業が架設に際し
て必要であると共に必然的に解体に際しての繁雑な手間
も要することとなるという問題点があった。本発明は、
架設,解体時に手間の掛かることのない架設建家を提供
することを目的としている。
In the conventional temporary building, since it is a steel frame structure, a laborious work such as construction of a certain strong column foundation and welding between frame members is required for the construction. There was a problem that inevitably complicated work was required when disassembling. The present invention is
The purpose is to provide an erected building that does not require any trouble during erection and dismantling.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、本発明の架設建家においては、建家側壁を桁面に架
台を設置のうえレールを布設した枠組足場とし、屋根を
建家妻面上に順次揚重される両端に台車を付設の屋根鉄
骨単位体に仕上材,天井クレーン等を取り付けながら該
レール上を横移動させて全体を組み上げたうえ該屋根鉄
骨と架台間に束材を入れて緊結したものとしたものであ
る。
In order to achieve the above object, in the erected building of the present invention, the side wall of the building is a frame scaffolding in which a frame is installed on the girder surface and rails are laid, and the roof is constructed. Attaching finishing materials, ceiling cranes, etc. to the roof steel frame unit with trolleys attached to both ends, which are sequentially lifted on the gable surface, move horizontally on the rail while assembling the whole, and then bundle between the roof steel frame and the gantry. It is made up of tied material.

【0005】[0005]

【作用】躯体壁となる枠組足場とその上面に付設の架台
等の架設は鉄骨架構の躯体壁の場合に比しきわめて簡単
になし得るうえに屋根面の構築も妻面の限られた隅部で
の資材揚重で済み、かつ、解体も逆手順の簡単な作業で
済む。
[Operation] The frame scaffold which is the frame wall and the pedestal attached to the upper surface of the frame scaffold can be extremely easily constructed as compared with the case of the steel frame frame wall, and the roof surface can be constructed at the limited corners of the gable surface. The material is lifted and the dismantling can be done by a simple reverse procedure.

【0006】[0006]

【実施例】実施例について図を参照して説明すると本発
明建家の概略を示す図1〜図4において、建家側壁1は
枠組足場よりなり、屋根2は屋根鉄骨単位体を束材を介
して結合してなる。図中3は側壁1サポートのための控
え柱である。建家4の内部には、図2に示す如く枠組足
場道坂敷等よりなる作業床5が設置されている。叙上建
家4の詳細については図5〜図8に示される。すなわ
ち、図5,図6において6は目的とする建設物を示し、
これを覆った建家4の天井7には桁方向にレール8が取
り付けられ、これにスライドビーム9に固設のトロリー
10が組み付いてスライドビーム9を桁方向に移動可能
とし、当該スライドビーム9に対してはジブ11に固設
のトロリー12が組み付いてジブ11をスライドビーム
9と直交方向に移動可能とし、さらに、当該ジブ11に
ホイスト13が組み付けられ、XY座標上のいずれの点
にも揚重可能な天井クレーンが設置されている。図7,
図8は側壁1と屋根2の取合部が詳示される。すなわ
ち、建家側壁1を構成する枠組足場14の桁面にはジャ
ッキベース16を介して架台15が設置され、当該架台
15上にはレール17が布設されている。一方、屋根2
を構成するパイプトラスより成る屋根鉄骨単位体18
は、両端下部にUボルト19,…を介して取り付けした
型鋼20を有し、これの下面に該レール17に載る台車
21が取り付けられている。しかして、建家妻面上に屋
根鉄骨単位体18を順次揚重していき、これに仕上材,
前述の天井クレーン等を取り付けながらレール17上を
横移動させながら屋根全体の組み上げを達成することが
できる。該架台15上所定部位には該型鋼20を受止す
る束材22が予じめ立設されており、当該束材22上に
該型鋼20を受止のうえ結合することにより屋根2を側
壁1に対して盛替え固定させることができ、架設中の外
力に耐えるようになると共に台車21の転用が可能とな
る。屋根架設範囲がレール17長より短い場合、上記の
束材22を一担はずして屋根2の移動が可能である。図
中23は図5,6と別異のクレーンの例として示された
天井ホイストクレーン24用のレールを示している。図
9の例は、側壁1をジャッキベースで支持すると共に台
車を設けておき地面には桁方向レールを敷設しておいた
場合を示し、この場合には図示の如く目的の建物25が
完成したら、建家4を持ち上げたうえレールに盛り替
え、該建物25に影響のない離れた場所に移動させ、こ
こで心配することなく解体にかかることができる。解体
は、上記の逆手順をふむ。
1 to 4, which shows the outline of the building of the present invention, the building side wall 1 is made of a frame scaffold, and the roof 2 is made up of a roof steel frame unit and a bundle material. It is connected through. Reference numeral 3 in the drawing is a retaining column for supporting the side wall 1. As shown in FIG. 2, a work floor 5 made of a framed scaffolding slope is installed inside the building 4. Details of the jojo building 4 are shown in FIGS. That is, 6 in FIG. 5 and FIG. 6 shows the target building,
A rail 8 is attached to the ceiling 7 of the building 4 covering this in the girder direction, and a fixed trolley 10 is attached to the slide beam 9 to make the slide beam 9 movable in the girder direction. A fixed trolley 12 is attached to the jib 11 so that the jib 11 can be moved in the direction orthogonal to the slide beam 9, and a hoist 13 is attached to the jib 11 for any point on the XY coordinates. There is also an overhead crane that can be lifted. Figure 7,
FIG. 8 shows the joint between the side wall 1 and the roof 2 in detail. That is, a frame 15 is installed on the girder surface of the frame scaffolding 14 that constitutes the building side wall 1 via the jack base 16, and a rail 17 is laid on the frame 15. On the other hand, roof 2
Roof steel frame unit composed of pipe trusses
Has a shape steel 20 attached at the lower ends of both ends via U bolts 19, ... Then, the roof steel frame unit 18 is sequentially lifted on the building's wife surface, and the finishing material,
It is possible to achieve the assembling of the entire roof while laterally moving on the rail 17 while mounting the above-mentioned overhead crane or the like. A bundle 22 for receiving the shaped steel 20 is preliminarily set up at a predetermined portion on the pedestal 15, and the roof 2 is provided with a side wall by receiving and coupling the shaped steel 20 on the bundle 22. 1 can be refilled and fixed, can withstand external force during installation, and can be diverted to the carriage 21. When the roof erection range is shorter than the length of the rail 17, the above-mentioned bundle 22 can be removed and the roof 2 can be moved. Reference numeral 23 in the drawing denotes a rail for an overhead hoist crane 24 shown as an example of a crane different from those in FIGS. The example of FIG. 9 shows a case where the side wall 1 is supported by a jack base, a carriage is provided, and a girder rail is laid on the ground. In this case, when the target building 25 is completed as shown in the drawing. , The building 4 can be lifted and replaced with rails, moved to a distant place that does not affect the building 25, and dismantled without worrying here. The disassembly includes the reverse procedure described above.

【0007】[0007]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。 (1)架設,解体に手間が掛かることがなく好適であ
る。 (2)妻面の限られた場所で資材揚重をすれば良く、軽
微な揚重機で可能となり、安価である。 (3)建設完了後の解体時に、建物への影響が少ない。 (4)外周の枠組足場を作業足場に利用できる。
Since the present invention is constructed as described above, it has the following effects. (1) It is suitable because it does not require time and labor for installation and disassembly. (2) It is only necessary to lift the material at a limited place on the gable surface, and it is possible to use a light lifting machine and it is inexpensive. (3) There is little impact on the building when it is demolished after construction is complete. (4) The outer frame scaffold can be used as a work scaffold.

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

【図1】本発明建家の側面軸組図である。FIG. 1 is a side view frame diagram of a building of the present invention.

【図2】本発明建家の断面図である。FIG. 2 is a sectional view of the building of the present invention.

【図3】本発明建家における枠組足場配置図である。FIG. 3 is a layout view of frame scaffolds in the building of the present invention.

【図4】本発明建家の正面軸組図である。FIG. 4 is a front view of the building of the present invention.

【図5】本発明建家側面詳示図である。FIG. 5 is a detailed view of the side surface of the building of the present invention.

【図6】図5中の要部の詳示図である。FIG. 6 is a detailed view of a main part in FIG.

【図7】本発明建家における屋根と側壁との取合詳示図
である。
FIG. 7 is a detailed view showing the combination of the roof and the side wall in the building of the present invention.

【図8】本発明建家における屋根と側壁との取合詳示図
である。
FIG. 8 is a detailed view showing the combination of the roof and the side wall in the building of the present invention.

【図9】本発明建家の一実施態様の説明図である。FIG. 9 is an explanatory diagram of an embodiment of the building of the present invention.

【符号の説明】[Explanation of symbols]

1 建家側壁 2 屋根 3 控え柱 4 建家 5 作業床 6 建家物 7 天井 8 レール 9 スライドビーム 10 トロリー 11 ジブ 12 トロリー 13 ホイスト 14 枠組足場 15 架台 16 ジャッキベース 17 レール 18 屋根鉄骨単位体 19 Uボルト 20 型鋼 21 台車 22 束材 23 レール 24 天井ホイストクレーン 25 建物 1 Building Side Wall 2 Roof 3 Rest Column 4 Building 5 Working Floor 6 Building 7 Ceiling 8 Rail 9 Sliding Beam 10 Trolley 11 Jib 12 Trolley 13 Hoist 14 Frame Scaffolding 15 Frame 16 Jack Base 17 Rail 18 Roof Steel Unit 19 U bolt 20 type steel 21 truck 22 bundle material 23 rail 24 ceiling hoist crane 25 building

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建家側壁を桁面に架台を設置のうえレー
ルを布設した枠組足場とし、屋根を建家妻面上に順次揚
重される両端に台車を付設の屋根鉄骨単位体に仕上材,
天井クレーン等を取り付けながら該レール上を横移動さ
せて全体を組み上げたうえ該屋根鉄骨と架台間に束材を
入れて緊結したものとしたことを特徴とする全天候型施
工のための仮設建家。
1. A roof steel frame unit in which a frame is installed on a side wall of a building and rails are laid on the girder surface to form a frame scaffolding, and a roof is sequentially lifted onto the building's gable surface, and carts are attached to both ends of the roof. Material,
A temporary building for all-weather construction, characterized in that an overhead crane is attached and the rail is moved laterally to assemble the whole structure, and then a bundle material is put between the roof steel frame and the gantry to be tightly connected. .
【請求項2】 側壁をジャッキベースで支持し、かつ、
地面に敷設の桁方向レールに盛り替えで走行可能とした
請求項1記載の全天候型施工のための仮設建家。
2. The side wall is supported by a jack base, and
The temporary building for all-weather construction according to claim 1, wherein the girder rail laid on the ground can be rearranged for traveling.
JP35626191A 1991-12-24 1991-12-24 Temporary house for all-weather construction Expired - Fee Related JP2942879B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35626191A JP2942879B2 (en) 1991-12-24 1991-12-24 Temporary house for all-weather construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35626191A JP2942879B2 (en) 1991-12-24 1991-12-24 Temporary house for all-weather construction

Publications (2)

Publication Number Publication Date
JPH05171817A true JPH05171817A (en) 1993-07-09
JP2942879B2 JP2942879B2 (en) 1999-08-30

Family

ID=18448146

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35626191A Expired - Fee Related JP2942879B2 (en) 1991-12-24 1991-12-24 Temporary house for all-weather construction

Country Status (1)

Country Link
JP (1) JP2942879B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06146609A (en) * 1992-11-11 1994-05-27 Kajima Corp All-weather temporary shed
KR100429256B1 (en) * 1999-05-13 2004-04-28 현대중공업 주식회사 Procedure for container Crane Boom Hinge joint rail
JP2010280809A (en) * 2009-06-04 2010-12-16 Jfe Steel Corp Furnace top installation method for coke oven construction
JP2017031657A (en) * 2015-07-31 2017-02-09 株式会社大林組 Ceiling crane support device and load receiving member
US12264487B2 (en) 2020-02-06 2025-04-01 Bam Nuttall Limited Modular structure for providing on-site protection

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06146609A (en) * 1992-11-11 1994-05-27 Kajima Corp All-weather temporary shed
KR100429256B1 (en) * 1999-05-13 2004-04-28 현대중공업 주식회사 Procedure for container Crane Boom Hinge joint rail
JP2010280809A (en) * 2009-06-04 2010-12-16 Jfe Steel Corp Furnace top installation method for coke oven construction
JP2017031657A (en) * 2015-07-31 2017-02-09 株式会社大林組 Ceiling crane support device and load receiving member
US12264487B2 (en) 2020-02-06 2025-04-01 Bam Nuttall Limited Modular structure for providing on-site protection

Also Published As

Publication number Publication date
JP2942879B2 (en) 1999-08-30

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