JPH0262667B2 - - Google Patents

Info

Publication number
JPH0262667B2
JPH0262667B2 JP2059185A JP2059185A JPH0262667B2 JP H0262667 B2 JPH0262667 B2 JP H0262667B2 JP 2059185 A JP2059185 A JP 2059185A JP 2059185 A JP2059185 A JP 2059185A JP H0262667 B2 JPH0262667 B2 JP H0262667B2
Authority
JP
Japan
Prior art keywords
roof
double
membrane
construction
bracket
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
Application number
JP2059185A
Other languages
Japanese (ja)
Other versions
JPS61179964A (en
Inventor
Akira Matsui
Ichiu Mimatsu
Takeshi Tsunasawa
Mitsuo Sakamoto
Hidetoshi Konishi
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP2059185A priority Critical patent/JPS61179964A/en
Publication of JPS61179964A publication Critical patent/JPS61179964A/en
Publication of JPH0262667B2 publication Critical patent/JPH0262667B2/ja
Granted legal-status Critical Current

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  • Tents Or Canopies (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は比較的大規模の構造物を建設する
際、主にその養生のために使用される仮設構造物
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a temporary structure used mainly for curing a relatively large-scale structure when it is constructed.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

大規模な空間を占める土木、建築構造物の建設
工事において天候の影響を受けずに工事を遂行
し、構造物を養生させるには仮設構造物に構造物
を保護する覆いが必要である。
BACKGROUND OF THE INVENTION In order to carry out construction work on civil engineering and architectural structures that occupy large spaces without being affected by the weather and to protect the structures, temporary structures need covers to protect them.

構造物を保護する代表的な覆いにはこれまでエ
アテントを構造物全体に架け渡すもの、ドームを
仮設構造物上部に載置するもの等があるが、仮設
構造物としての機能の面からすれば覆いはその着
脱が自由に行なえることが好ましい。建設地にお
ける気象条件、建設機器、資材等の仮設構造物内
への搬入の便宜等の建設条件を総合すれば、施工
能率を高めるためには覆いの取り付け、取り外し
が容易であることが要求される。覆いの着脱が容
易に行なわれれば、一つの構造物の建設工事から
次の構造物の工事への移行が速やかに運ばれて工
期の短縮、工費の節減が図れることとなり、また
養生上自然採光の利用に有利である。
Typical coverings to protect structures include those that span the entire structure with an air tent, and those that place a dome on top of a temporary structure, but from the standpoint of functionality as a temporary structure, It is preferable that the cover can be freely attached and detached. Considering the construction conditions such as the weather conditions at the construction site and the convenience of transporting construction equipment, materials, etc. into the temporary structure, it is necessary that the cover be easy to install and remove in order to increase construction efficiency. Ru. If the cover can be easily attached and removed, the transition from construction work on one structure to the next will be carried out quickly, shortening the construction period and reducing construction costs, and it will also be possible to use natural lighting for curing purposes. It is advantageous for the use of

上記の保護設備のうち、ドームを使用した覆い
は仮設構造物上部に載置する形式で、仮設構造物
への着脱は可能であるが、ドームの重量の大きい
ことが難点であり枠体に与える負担は大きく、着
脱作業は容易でなく、頻繁に行なうには適してい
ない。
Among the above protective equipment, dome-based covers are placed on top of temporary structures and can be attached to and removed from the temporary structure, but the drawback is that the dome is heavy and does not damage the frame. It is a heavy burden, difficult to attach and detach, and is not suitable for frequent use.

この発明はこうした事情を基になされたもの
で、仮設構造物への覆いの軽量化を図ることによ
り、施工の短縮化、経費の節約をねらうものであ
る。
This invention was made based on these circumstances, and aims to shorten construction time and save costs by reducing the weight of the covering for a temporary structure.

〔問題点を解決するための手段〕[Means for solving problems]

本発明では仮設構造物に対する以上の要求を満
たすために、構造物を保護する覆いとして二重空
気膜構造の屋根を使用し、これを鉄骨枠体の上部
に着脱自在に設置する方法を採る。
In order to meet the above requirements for a temporary structure, the present invention uses a roof with a double air membrane structure as a cover to protect the structure, and employs a method in which the roof is removably installed on the top of a steel frame.

着脱が容易であるためには屋根は軽量であるこ
とが条件であり、それには空気膜構造が好適であ
ること、しかも一重膜構造では室内圧を高めなけ
ればならないことから屋根は二重膜構造とした。
In order for the roof to be easy to put on and take off, it must be lightweight, and an air membrane structure is suitable for this purpose.Furthermore, since a single membrane structure would require increased indoor pressure, the roof should have a double membrane structure. And so.

本発明は屋根構造に特徴があり、この屋根は骨
組となる周囲梁の上下に膜を二重に張るととも
に、鉄骨枠体への取り付け、枠体からの取り外し
のためのブラケツトを周囲梁の外周に取り付けて
構成される。このブラケツトにおいて屋根は枠体
と分離した構造となり、これにより屋根の取り付
け、取り外しは二重膜内に空気圧を加えたままの
状態で行なえることを可能とする。
The present invention is characterized by a roof structure, in which a double membrane is stretched above and below a surrounding beam that forms the framework, and brackets are installed around the outer circumference of the surrounding beam for attachment to and removal from the steel frame. It is configured by attaching it to. In this bracket, the roof has a structure separate from the frame, which allows the roof to be installed and removed while maintaining air pressure within the double membrane.

〔実施例〕〔Example〕

以下この発明を一実施例を示す図面とともに説
明する。
The present invention will be described below with reference to drawings showing one embodiment.

この仮設構造物は第1図のように鉄骨枠体Aの
上部に二重空気膜構造屋根Bを設置して構成され
るものである。
This temporary structure is constructed by installing a double air membrane structure roof B on top of a steel frame body A, as shown in FIG.

二重空気膜構造屋根B(以下二重膜屋根B)は
隅角部を水平ブレース1で補強した骨組の、周囲
梁2の上下部に膜3を二重に張り、更に周囲梁2
の外周にブラケツト4を取り付け、二重膜3,3
内に圧縮空気を送り込んで形成される。
Double air membrane structure roof B (hereinafter referred to as double membrane roof B) has a frame whose corners are reinforced with horizontal braces 1, with membranes 3 doubly stretched over the upper and lower parts of the surrounding beams 2, and the surrounding beams 2
Attach a bracket 4 to the outer periphery of the double membrane 3,
It is formed by pumping compressed air into the

膜3は第2図のようにパイプ状の周囲梁2に2
枚上下に独立に巻きつけるなどして固定するが、
雨水の排水装置、また融雪装置等の設備を周囲梁
2に設ける場合には第3図のように周囲梁2の内
側に取り付けたプレート5等に固定する。
The membrane 3 is attached to the pipe-shaped peripheral beam 2 as shown in FIG.
It is fixed by wrapping the top and bottom of the sheet independently, but
When equipment such as a rainwater drainage device or a snow melting device is installed on the surrounding beam 2, it is fixed to a plate 5 or the like attached to the inside of the surrounding beam 2 as shown in FIG.

ブラケツト4は二重膜屋根Bを鉄骨枠体Aの上
部に設置する際の連結部となるものであり、その
上方には二重膜屋根B着脱時の吊り上げ用の吊り
上げ孔4aが形成されており、周囲梁2の外周部
に第4図のように数箇所取り付ける。
The bracket 4 serves as a connecting part when the double membrane roof B is installed on the upper part of the steel frame body A, and a lifting hole 4a is formed above the bracket 4 for lifting the double membrane roof B when it is attached or removed. They are attached to the outer periphery of the surrounding beam 2 at several locations as shown in Fig. 4.

二重膜3,3内への加圧は主に送風機6、送風
ダクト7を水平ブレース1に取り付け、圧縮空気
を吸入して行なう。
Pressurization into the double membranes 3, 3 is mainly carried out by attaching a blower 6 and a blower duct 7 to the horizontal brace 1 and sucking in compressed air.

ところで特に雨水の排水装置を設ける場合は第
3図のように排水パイプ8を周囲梁2内に挿通
し、また融雪装置は同じく周囲梁2にスプリンク
ラーを設置するか、二重膜3,3の内部に温風を
循環させるか、ヒーターテープを使用するなどし
て設ける。
By the way, especially when installing a rainwater drainage system, the drainage pipe 8 is inserted into the surrounding beam 2 as shown in Fig. 3, and for snow melting equipment, either a sprinkler is installed in the surrounding beam 2, or a double membrane 3, 3 is installed. Provide this by circulating warm air inside or by using heater tape.

以上のようにして形成された二重膜屋根Bの鉄
骨枠体Aへの取り付け、そして鉄骨枠体Aからの
取り外しは二重膜3,3内に空気圧を加えたま
ま、鉄骨枠体Aには空気圧による影響を与えるこ
となく行ない、第6図のようにワイヤ9を各ブラ
ケツト4の吊り上げ孔4aに通して二重膜屋根B
の中央部上で吊り上げ用治具10に結びつけ、こ
の吊り上げ用治具10をクレーン11により吊り
上げて作業する。第7図はこの発明の一実施例と
して原子炉格納容器建設工事における作業状況を
示したものである。
The double membrane roof B formed as described above is attached to the steel frame A and removed from the steel frame A while applying air pressure to the double membranes 3 and 3. The wires 9 are passed through the lifting holes 4a of each bracket 4 to attach the double membrane roof B as shown in FIG.
It is tied to a lifting jig 10 on the central part of the body, and the lifting jig 10 is lifted by a crane 11 for work. FIG. 7 shows a working situation in a reactor containment vessel construction work as an embodiment of the present invention.

こうして二重膜屋根Bの取り付け、取り外し作
業は、工事の開始時、終了時ばかりでなく、工事
中における建設設備、資材の搬入時等頻繁に行な
われる。
In this way, the work of attaching and removing the double membrane roof B is carried out not only at the start and end of construction, but also frequently, such as when carrying in construction equipment and materials during construction.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の通り構成され、構造物の覆い
としての二重空気膜構造屋根が軽量であることか
ら以下に示す効果がもたらされる。
The present invention is constructed as described above, and since the double air membrane structure roof as a cover for a structure is lightweight, the following effects are brought about.

鉄骨枠体に与える負担が小さくなるため使用鉄
骨量を削減でき、経費の節減が図れる。
Since the load on the steel frame is reduced, the amount of steel used can be reduced, leading to cost savings.

屋根には雨水の排水装置、融雪装置等の備え付
けが可能であることと屋根の着脱が容易であるこ
とから気候の条件を選ばずに、また天候の変化に
対処して作業が行なえる。
The roof can be equipped with rainwater drainage equipment, snow melting equipment, etc., and the roof can be easily attached and detached, allowing work to be carried out regardless of climate conditions and in response to changes in weather.

屋根の着脱が繰り返し行なえるため建設工事の
移行は速やかになり、工事の作業能率が向上され
ることとなる。
Since the roof can be attached and detached repeatedly, the construction work can be moved quickly and the efficiency of the construction work will be improved.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の概要を示した縦断面図であ
り、第2図、第3図は二重空気膜構造屋根の鉄骨
枠体への取り付け部の詳細を示した断面図、第4
図は二重空気膜構造屋根の内部を示した平面図、
第5図は屋根内部の概要を示した断面図、第6図
は屋根の吊り上げ方法を示した平面図、第7図は
一実施例として本発明を原子炉格納容器の建設工
事に利用した状態を示した概略図である。 A……鉄骨枠体、B……二重空気膜構造屋根、
1……水平ブレース、2……周囲梁、3……膜、
4……ブラケツト、4a……吊り上げ孔、5……
プレート、6……送風機、7……送風ダクト、8
……排水パイプ、9……ワイヤ、10……吊り上
げ用治具、11……クレーン。
FIG. 1 is a vertical sectional view showing an outline of the present invention, FIGS. 2 and 3 are sectional views showing details of the attachment part of a double air membrane structure roof to a steel frame body, and FIG.
The figure is a plan view showing the inside of a double air membrane structure roof.
Fig. 5 is a sectional view showing the outline of the inside of the roof, Fig. 6 is a plan view showing the method of lifting the roof, and Fig. 7 is an embodiment of the present invention in which the present invention is used for construction work of a reactor containment vessel. FIG. A... Steel frame body, B... Double air membrane structure roof,
1...Horizontal brace, 2...Perimeter beam, 3...Membrane,
4... Bracket, 4a... Lifting hole, 5...
Plate, 6...Blower, 7...Blower duct, 8
... Drain pipe, 9 ... Wire, 10 ... Lifting jig, 11 ... Crane.

Claims (1)

【特許請求の範囲】[Claims] 1 水平ブレースで補強された周囲梁の外周にブ
ラケツトを取り付けるとともに、周囲梁の上下部
に二重に膜を張つて構成された二重空気膜構造屋
根を、鉄骨枠体の上部へブラケツトにおいて着脱
自在に設置してなることを特徴とする仮設構造
物。
1 Attach a bracket to the outer periphery of the perimeter beam reinforced with horizontal braces, and attach and detach the double air membrane structure roof, which is made up of double membranes on the top and bottom of the perimeter beam, to the top of the steel frame body using the bracket. A temporary structure that is characterized by being able to be installed freely.
JP2059185A 1985-02-05 1985-02-05 Temporarily constructed structure Granted JPS61179964A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2059185A JPS61179964A (en) 1985-02-05 1985-02-05 Temporarily constructed structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2059185A JPS61179964A (en) 1985-02-05 1985-02-05 Temporarily constructed structure

Publications (2)

Publication Number Publication Date
JPS61179964A JPS61179964A (en) 1986-08-12
JPH0262667B2 true JPH0262667B2 (en) 1990-12-26

Family

ID=12031484

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2059185A Granted JPS61179964A (en) 1985-02-05 1985-02-05 Temporarily constructed structure

Country Status (1)

Country Link
JP (1) JPS61179964A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0668217B2 (en) * 1987-11-30 1994-08-31 鹿島建設株式会社 Temporary roof for curing
JP2504583Y2 (en) * 1989-05-25 1996-07-10 大阪瓦斯株式会社 Temporary roof for tank construction
JP2554423B2 (en) * 1992-07-20 1996-11-13 ミサワホーム株式会社 Top panel of building unit

Also Published As

Publication number Publication date
JPS61179964A (en) 1986-08-12

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