JPS61221471A - Lift-up construction method of film roof - Google Patents

Lift-up construction method of film roof

Info

Publication number
JPS61221471A
JPS61221471A JP5856885A JP5856885A JPS61221471A JP S61221471 A JPS61221471 A JP S61221471A JP 5856885 A JP5856885 A JP 5856885A JP 5856885 A JP5856885 A JP 5856885A JP S61221471 A JPS61221471 A JP S61221471A
Authority
JP
Japan
Prior art keywords
membrane
roof
lift
construction method
panel
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
JP5856885A
Other languages
Japanese (ja)
Other versions
JPH0340786B2 (en
Inventor
西川 薫
矢代 誠
松原 正安
布川 安彦
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP5856885A priority Critical patent/JPS61221471A/en
Publication of JPS61221471A publication Critical patent/JPS61221471A/en
Publication of JPH0340786B2 publication Critical patent/JPH0340786B2/ja
Granted legal-status Critical Current

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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はプール、体育館、展示場等の柔軟な材料よりな
る空気線構造屋根構造物における膜屋根のリフトアップ
工法に係るものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for lifting up membrane roofs in air line structure roof structures made of flexible materials such as swimming pools, gymnasiums, exhibition halls, etc.

(従来の技術] 従来、この種の構造物の膜屋根の施工は、ケーブルを予
め屋根架設空間に架設しておき、膜面パネルを1枚宛所
定の個所に取付ける方法が借られていた。
(Prior Art) Conventionally, in constructing a membrane roof for this type of structure, a method has been used in which cables are installed in the roof installation space in advance, and membrane panels are attached one by one at a predetermined location.

(発明が解決しようとする問題点ン しかしながらこのような膜屋根が用いられる建物は、屋
根付球場等の如き階高の非常に大きな建物の場合が多く
、このような場合、前記従来の方法における膜面パネル
の取付けは危険な高所作業を伴なうことが多い。  。
(Problems to be Solved by the Invention) However, buildings in which such membrane roofs are used are often buildings with very large floors, such as covered baseball stadiums, and in such cases, Installation of membrane panels often involves dangerous work at height.

(問題点を解決するための手段) 本発明はこのような問題点を解決するために提案された
ものであって、空気膜構造屋根架設部直下におい【膜面
パネルを接続して膜屋根を組立てるとともに、同膜屋根
の周I#に補剛材を取付け。
(Means for Solving the Problems) The present invention has been proposed in order to solve the above problems. At the same time as assembly, stiffeners were attached to the circumference I# of the same membrane roof.

次いで同膜屋根を外周の屋根支持構造体上に吊上げ、同
構造体Kj[屋根周縁部を碇止することを特徴とする膜
屋根のり7トアツプエ法に係るものである。
Next, the membrane roof is lifted onto the outer roof support structure, and the same structure Kj [This is a membrane roof gluing method characterized by anchoring the peripheral edge of the roof].

(作用) 本発明においては前記したように、空気膜構造屋根架設
部の直下におい【、1腹面パネルを接続してJ[屋根の
組立てをすべて地上で行ない、かくして組立てられた屋
根膜の周縁に補剛材を取゛付けたのち屋根膜をその外周
の屋根支持構造体上に吊上げるよ5Kしたもので、この
際前記補則材によって、屋根膜の変形が防止される。
(Function) As described above, in the present invention, the entire roof is assembled on the ground by connecting the ventral panels immediately below the construction part of the air membrane structure roof, and the peripheral edge of the roof membrane thus assembled is After attaching the stiffeners, the roof membrane was hoisted onto the roof support structure around its outer periphery for 5K, and at this time the stiffeners prevented the roof membrane from deforming.

かくシ【屋根膜を屋根支持構造体上に吊上げたのち、同
構造体に屋根膜の周縁を碇着して屋根膜の架設を完了す
るものである。
After the roof membrane is lifted onto a roof support structure, the peripheral edge of the roof membrane is anchored to the same structure to complete the construction of the roof membrane.

(発明の効果) このように本発明によれば膜屋根を構成する膜面パネル
の組又てがすべて地上で行なわれるため、危険な高所作
業がなくなり、強風勢による作業の支障を招来すること
がなく、また品質管理が十分に行なわれる。
(Effects of the Invention) According to the present invention, all the assembly of the membrane panels constituting the membrane roof is done on the ground, which eliminates the need for dangerous high-place work, which would otherwise be hindered by strong winds. There are no problems, and quality control is carried out adequately.

またとのよ5に地上で組立てられた膜屋根を外周の支持
構造体より吊上げるようにしたので、架設に大型の重機
を必要とすることがなく、また架設のための足場が不l
!になり、工期が縮減され、工費が節減される。
Since the membrane roof assembled on the ground in Matatonoyo 5 is lifted from the outer support structure, there is no need for large heavy machinery for erection, and there is no need for scaffolding for erection.
! This will shorten the construction period and reduce construction costs.

更Kまた前記膜屋根の外周縁には補剛材が取付けられて
いるので、吊上げ作業時における膜屋根の変形が生起し
ない。
Moreover, since a stiffener is attached to the outer peripheral edge of the membrane roof, the membrane roof does not deform during lifting operations.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

空気膜屋根構造物の玄関庇(1)上圧ロール状に巻かれ
た膜面ノぞネル囚をストックし、クレン(2)によって
プール室内のジヨイント台(3)上にセットする。
Above the entrance eaves (1) of the air membrane roof structure, the membrane surface grooves wound into rolls are stocked and set on the joint stand (3) in the pool room using a crane (2).

(第1図参照) 次いでジヨイント台(3)上にセットされた膜面パネル
(4)を引出し【、次位の膜面パネル(4)を接合する
。接合された膜面パネル因は破損することのないように
発泡スチロール等よりなるフロート(4)上に乗せ、プ
ール(5)の水面に浮かべて移動する。
(See Figure 1) Next, pull out the membrane panel (4) set on the joint stand (3) and join the next membrane panel (4). The joined membrane panels are placed on a float (4) made of styrofoam or the like so as not to be damaged, and are moved by floating on the water surface of the pool (5).

(第2図参照)なおこの際下部に走行車輪を有する台車
に膜面パネルを載架して接続するよう和してもよい。
(See FIG. 2) In this case, the membrane panel may be mounted and connected to a trolley having running wheels at the bottom.

かくして膜面ノ々ネル(4)の接合を完了して膜屋根(
B)を組立てると、その周縁に変形防止用の補剛材(6
)を取付ゆる。(第3図参照) 第7図乃至第9図は中間膜面Aネル(A1)K対する補
剛材の取付部を示し、同膜面パネル(AI)の両側縁を
アングル片(7)及びアルミニウム片(8)を挟着して
ボルト(9)で緊結し、アングル片(7)の垂直片に座
板aGを当接し、・同座板01とアングル片(7)とに
補剛材(6)をUポル)Ql)を介して固着する。
In this way, the joining of the membrane surface nononel (4) is completed and the membrane roof (
When B) is assembled, a stiffening material (6
) is attached. (See Figure 3) Figures 7 to 9 show the attachment part of the stiffener to the interlayer panel A panel (A1) K, and the angle pieces (7) and the both sides of the membrane panel (AI) Sandwich the aluminum pieces (8) and tighten them with bolts (9), and abut the seat plate aG on the vertical piece of the angle piece (7). - Apply stiffening material to the seat plate 01 and the angle piece (7). (6) is fixed via Upol)Ql).

第1θ図乃至第11図は端部膜面パネル(A2)に対す
る吊上治具α々の取付部を示し、端部膜面ノ(ネル(A
2)の端縁を、吊上7ツク峙を具えた吊上治具Q3と下
部アルミニウム片α4で挟着してポル)QSで締結する
Figures 1θ to 11 show the attachment parts of the lifting jigs α to the end membrane surface panel (A2).
The edge of 2) is sandwiched between a lifting jig Q3 equipped with 7 lifting hooks and a lower aluminum piece α4, and fastened with a pole QS.

次いで前記膜屋根(B)をその外周の屋根支持構造体(
C)に装架した牽引機(D) Kよって、仮吊りロープ
(E)を介して所定高さまで吊上げ、(第4図参照)更
に膜尻部を人力等によって前記支持構造体(C) Kお
ける膜屋根支持梁まで扛上して膜尻及びケーブル端部を
固定する。(第5図参照) 次いで膜屋根(B)の下部をエアで加圧して押上げ膜屋
根の架設を完了する。(第6図参照)前記実施例の方法
によれば膜面パネル(4)による膜屋根(B)の組立作
業が同膜屋根(B)架設部直下の地上で行なわれるため
、高所作業の危険がな(なり、強風による作業の支障を
招来することがなく、品質管理が十分に行なわれ、また
前記膜屋根(B)の組立完了後はその外周の支持構造体
(C)より牽引機(旬及び仮吊りロープ(E)を介して
行なわれるので、膜屋根(B)の架設に重機を必要とせ
ず、また足場が不要になり、更に吊上げ時、補強材(6
)Kよつ【膜面の変形、歪曲が防止され、本実施例によ
れば工期が短縮され、工費が節減されるものである。
Next, the membrane roof (B) is attached to a roof support structure (
The traction machine (D) K mounted on C) is then hoisted to a predetermined height via a temporary suspension rope (E) (see Figure 4), and the support structure (C) K is then manually attached to the membrane bottom. Raise the membrane up to the roof support beam at the top and secure the membrane bottom and cable end. (See Figure 5) Next, the lower part of the membrane roof (B) is pressurized with air to complete the construction of the membrane roof. (Refer to Fig. 6) According to the method of the above embodiment, the work of assembling the membrane roof (B) using the membrane panel (4) is carried out on the ground directly under the erected part of the membrane roof (B). There is no danger (no work is hindered by strong winds, quality control is sufficiently carried out, and after the assembly of the membrane roof (B) is completed, the traction machine can be removed from the support structure (C) on its outer periphery. (Since this is carried out using ropes and temporary suspension ropes (E), heavy machinery and scaffolding are not required for the erection of the membrane roof (B).
) Kyotsu [Deformation and distortion of the membrane surface are prevented, and according to this embodiment, the construction period is shortened and the construction cost is reduced.

以上本発明を実施例について説明したが、本発明は勿論
このよ5な実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。
Although the present invention has been described above with reference to embodiments, the present invention is of course not limited to these five embodiments, and can be modified in various ways without departing from the spirit of the invention. be.

【図面の簡単な説明】 第1図乃至第6図は不発F!AK係る膜屋根のリフトア
ップ工法の一実施例の工程を示す縦断面図、第7図は中
間膜面パネルに対する補剛材取付部の平面図、第8図は
その斜面図、第9図はその縦断側面図、第10図は端部
膜面ノくネルに対する吊上治具取付部の平面図、第11
図はその斜面図、第12図はその縦断面図、第13図は
第2図の部分拡大図である。 囚・・・膜面パネル、(B)・・・膜屋根、(C)・・
・屋根支持構造体、(D)・・・牽引機、(E)・・・
仮吊りローブ、(4)・・・フロー ト、(5)・・・
 プール 代理人 弁理士 岡 本 重 文 外2名 第10 笛2図 第4z 第5図 第6V 第90 第
[Brief explanation of the drawings] Figures 1 to 6 are F! AK is a vertical cross-sectional view showing the steps of an embodiment of the lift-up method for a membrane roof, FIG. 7 is a plan view of the stiffener attachment part to the interlayer membrane panel, FIG. 8 is a slope view thereof, and FIG. 9 is a 10 is a longitudinal sectional side view of the same, and FIG.
12 is a longitudinal sectional view thereof, and FIG. 13 is a partially enlarged view of FIG. 2. Prisoner...membrane panel, (B)...membrane roof, (C)...
・Roof support structure, (D)... Traction machine, (E)...
Temporary hanging robe, (4)...Float, (5)...
Pool agent Patent attorney Shige Okamoto 2 people outside the text No. 10 Whistle 2 No. 4z No. 5 No. 6V No. 90

Claims (1)

【特許請求の範囲】[Claims] 空気膜構造屋根架設部直下において膜面パネルを接続し
て膜屋根を組立てるとともに、同膜屋根の周縁に補剛材
を取付け、次いで同膜屋根を外周の屋根支持構造体上に
吊上げ、同構造体に膜屋根周縁部を碇止することを特徴
とする膜屋根のリフトアップ工法。
The membrane roof is assembled by connecting the membrane panels directly under the air membrane structure roof construction section, and stiffeners are attached to the periphery of the membrane roof.Then, the membrane roof is lifted onto the outer roof support structure and the same structure is assembled. A method of lifting up a membrane roof, which is characterized by anchoring the peripheral edge of the membrane roof to the body.
JP5856885A 1985-03-25 1985-03-25 Lift-up construction method of film roof Granted JPS61221471A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5856885A JPS61221471A (en) 1985-03-25 1985-03-25 Lift-up construction method of film roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5856885A JPS61221471A (en) 1985-03-25 1985-03-25 Lift-up construction method of film roof

Publications (2)

Publication Number Publication Date
JPS61221471A true JPS61221471A (en) 1986-10-01
JPH0340786B2 JPH0340786B2 (en) 1991-06-20

Family

ID=13088044

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5856885A Granted JPS61221471A (en) 1985-03-25 1985-03-25 Lift-up construction method of film roof

Country Status (1)

Country Link
JP (1) JPS61221471A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01192967A (en) * 1988-01-29 1989-08-03 Shimizu Corp Execution of membrane structure suspension roof
JPH05141129A (en) * 1991-11-18 1993-06-08 Ohbayashi Corp Installation method for roof film

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01192967A (en) * 1988-01-29 1989-08-03 Shimizu Corp Execution of membrane structure suspension roof
JPH05141129A (en) * 1991-11-18 1993-06-08 Ohbayashi Corp Installation method for roof film

Also Published As

Publication number Publication date
JPH0340786B2 (en) 1991-06-20

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