JPH0826693B2 - Temporary roof for construction work and its construction method - Google Patents

Temporary roof for construction work and its construction method

Info

Publication number
JPH0826693B2
JPH0826693B2 JP2268365A JP26836590A JPH0826693B2 JP H0826693 B2 JPH0826693 B2 JP H0826693B2 JP 2268365 A JP2268365 A JP 2268365A JP 26836590 A JP26836590 A JP 26836590A JP H0826693 B2 JPH0826693 B2 JP H0826693B2
Authority
JP
Japan
Prior art keywords
tubular support
building
support member
support members
scaffolding
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 - Lifetime
Application number
JP2268365A
Other languages
Japanese (ja)
Other versions
JPH04146379A (en
Inventor
勝 友永
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.)
OOSAKA TENTO KK
Original Assignee
OOSAKA TENTO 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 OOSAKA TENTO KK filed Critical OOSAKA TENTO KK
Priority to JP2268365A priority Critical patent/JPH0826693B2/en
Publication of JPH04146379A publication Critical patent/JPH04146379A/en
Publication of JPH0826693B2 publication Critical patent/JPH0826693B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • 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、ビルディング、木造建物等を建築する際
に、建築足場を設置した段階で建築足場上部に仮設屋根
を設け、以後の建築工事が雨天でも行なえるようにした
建築工事用仮設屋根及びその施工方法に関するものであ
る。
[Detailed Description of the Invention] [Industrial application] The present invention provides a temporary roof on the upper part of a building scaffold at the time of constructing a building, a wooden building, etc. The present invention relates to a temporary roof for construction work that can be performed in the rain and a construction method thereof.

〔従来の技術〕 建物の建築工事を行なう場合、木造建築では柱と梁と
より成る建築骨組を組み立てた後、早期に屋根を建造し
て雨雪を防ぐようにした後、建築工事を進行させている
が、ビルディング工事の場合には、鉛直の柱となる鉄骨
と梁との建築骨組を組み立てた後も、屋根の施工は後工
程になっていた。
[Prior Art] When building a building, in a wooden building, after assembling a building frame consisting of columns and beams, building a roof early to prevent rain and snow, and then proceeding with the building work. However, in the case of building work, the roof construction was still a post-process even after the steel frame and beam building frame, which would serve as vertical columns, were assembled.

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

従来の建築工事においては、屋根の工事が完了するま
でには雨雪を避けることができないため、天候によって
工事工程の進行に影響を受けることが多かった。
In the conventional construction work, rain and snow cannot be avoided by the time the roof construction is completed, so the weather often affects the progress of the construction process.

この発明はこのような天候による建築工事工程の影響
を生じないようにするため、建築足場を設置した段階で
建築足場の上部に仮設屋根を設け、建築の工事工程が雨
雪に影響されないようにした建築工事用仮設屋根及びそ
の施工方法を提供することを目的とするものである。
In order to prevent the construction work process from being affected by such weather, the present invention provides a temporary roof on top of the construction scaffold at the stage of installing the construction scaffold so that the construction process is not affected by rain and snow. The purpose of the present invention is to provide a temporary roof for construction work and its construction method.

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

この発明は、空気注入排出弁を備え内部に注入された
空気により弧状の形状に保持され建築足場の上部に並べ
られて両端がバンドにより前記建築足場上部の両側に係
止された複数の可撓性中空体の筒状支持受材と、前記複
数の筒状支持部材の弧状の中間部相互を結合すると共に
両端に並べられた筒状支持部材の弧状の中間部を前記建
築足場に結合して前記複数の筒状支持部材を鉛直面内に
保持する紐と、前記複数の筒状支持部材の上から前記建
築足場上部に配設されたテントと、より成ることを特徴
とする建築工事用仮設屋根、及び空気注入排出弁を備え
空気注入により弧状の形状を保持する可撓性の中空体よ
り成る筒状支持部材の内部に空気を注入し、前記筒状支
持部材を建築足場の上部に複数並べ、前記複数の筒状支
持部材の両端をバンドにより前記建築足場の上部両側に
係止し、前記複数の筒状支持部材の弧状の中間部相互を
紐で結合すると共に両端に並べられた筒状支持部材の弧
状の中間部を紐で前記建築足場に結合して前記複数の筒
状支持部材を鉛直面内に保持し、前記筒状支持部材の上
方から前記建築足場上部にテントを配設することを特徴
とする建築工事用仮設屋根の施工方法に係るものであ
る。
According to the present invention, an air injection / exhaust valve is provided to hold a plurality of flexible members which are held in an arc shape by the air injected therein, arranged in an upper part of a building scaffold, and whose both ends are locked to both sides of the upper part of the building scaffold by bands. Cylindrical support receiving member of a flexible hollow body and the arc-shaped intermediate portions of the plurality of cylindrical support members are coupled to each other and the arc-shaped intermediate portions of the tubular support members arranged at both ends are coupled to the building scaffold. Temporary construction work for construction, comprising: a string for holding the plurality of tubular support members in a vertical plane; and a tent arranged above the plurality of tubular support members and above the building scaffolding. Injecting air into the inside of a cylindrical support member comprising a roof and a flexible hollow body that has an air injection / exhaust valve and maintains an arcuate shape by air injection, and a plurality of the cylindrical support members are provided above an architectural scaffold. Side-by-side and bunches both ends of the plurality of tubular support members. The upper portions of the building scaffold are locked to each other by connecting the arc-shaped intermediate portions of the plurality of tubular support members with a string, and the arc-shaped intermediate portions of the tubular support members arranged at both ends are connected with the string. Construction of a temporary roof for construction work, characterized in that the plurality of tubular support members are connected to a scaffold and held in a vertical plane, and a tent is arranged above the tubular support members and above the building scaffolding. It relates to the method.

〔作用〕[Action]

筒状支持部材は弧状の形状を保って、建築足場の上部
に紐により鉛直方向に支持され、テントは建築足場の上
部を覆った状態になるため、建築足場の内方に雨雪が降
るのを防ぐことができる。
The tubular support member maintains an arc shape and is vertically supported by a string on the upper part of the building scaffolding, and the tent covers the upper part of the building scaffolding, so rain and snow fall inside the building scaffolding. Can be prevented.

〔実施例〕〔Example〕

次に、この発明の実施例を図に基づいて説明する。 Next, an embodiment of the present invention will be described with reference to the drawings.

第2図ないし第6図において1は筒状支持部材であっ
て、この筒状支持部材1は、強力基布を樹脂コーティン
グ加工及び防炎加工処理し、断面が第6図に示すように
円形の筒状で、外形が第3図に示すように弧状を呈する
ようにウエルダー加工仕上げした可撓性中空体のもので
あり、第2図、第3図に示すように、一端に近い箇所に
空気注入排出弁2を備えている。
In FIGS. 2 to 6, reference numeral 1 denotes a cylindrical support member, which has a circular cross section as shown in FIG. 6 obtained by subjecting a strong base cloth to resin coating and flameproofing. It is a flexible hollow body that is welded and finished so as to have an arcuate outer shape as shown in FIG. 3, and as shown in FIG. 2 and FIG. An air injection / exhaust valve 2 is provided.

空気注入排出弁2は浮袋に使用しているものと同様の
ものであって、ローレットを施してある回転輪3(第2
図参照)を回転することにより、空気注入排出弁2を閉
鎖したり開放したりすることができるようになってい
る。
The air injection / exhaust valve 2 is similar to that used for the floating bag, and has a knurled rotating wheel 3 (second
The air injection / exhaust valve 2 can be closed or opened by rotating (see the drawing).

筒状支持部材1の両端には、第5図に示すようにバン
ド4が取り付けられており、この部分の内部には内底5
を設け、二重底としている。
Bands 4 are attached to both ends of the tubular support member 1 as shown in FIG.
Has a double bottom.

空気注入排出弁2を図示しないホースによって小型送
風機の吐出口につなぎ、回転輪3を回転して空気注入排
出弁2を開き、筒状支持部材1の内部に空気を注入する
と、筒状支持部材1は、内部の空気圧力が高くなるに従
ってふくらむと共に、全体が次第に弧状の形状になって
硬くなる。
When the air injection / exhaust valve 2 is connected to the discharge port of the small blower by a hose (not shown), the rotary wheel 3 is rotated to open the air injection / exhaust valve 2, and air is injected into the cylindrical support member 1, the cylindrical support member No. 1 swells as the internal air pressure increases, and the whole gradually becomes an arc shape and becomes hard.

筒状支持部材1の内部に適度の圧力の空気を注入した
後、小型送風機の運転を停止すると共に回転輪3を回転
して空気注入排出弁2を閉鎖した後、小型送風機の吐出
口につないでいるホースを空気注入排出弁2から外す
と、筒状支持部材1の内部には適度の圧力の空気が封入
されたままとなって、筒状支持部材1は弧状の形状を保
持するようになる。
After injecting air of an appropriate pressure into the inside of the cylindrical support member 1, the operation of the small blower is stopped and the rotary wheel 3 is rotated to close the air injection / exhaust valve 2 and then connected to the discharge port of the small blower. When the hose that opens is removed from the air injection / exhaust valve 2, air having an appropriate pressure remains sealed inside the tubular support member 1 so that the tubular support member 1 maintains an arcuate shape. Become.

筒状支持部材1の弧状外側には、第2図、第3図、第
5図、第6図に示すように長手方向にテープ6が接着し
てあって、テープ6に間隔をおいて多数の孔7(第3
図、第5図、第6図参照)が穿設されている。また筒状
支持部材1の弧状内側の中間には、第3図、第4図、第
6図に示すように短いテープ8が接着してあって、テー
プ8には孔9(第6図参照)が穿設されている。
As shown in FIGS. 2, 3, 5, and 6, a tape 6 is adhered in the longitudinal direction on the arcuate outer side of the cylindrical support member 1, and a large number of tapes 6 are arranged at intervals. Hole 7 (3rd
(See FIGS. 5, 5 and 6). A short tape 8 is adhered to the middle of the arcuate inner side of the tubular support member 1 as shown in FIGS. 3, 4, and 6, and the tape 8 has a hole 9 (see FIG. 6). ) Has been drilled.

筒状支持部材1の内部に空気が封入されている状態の
時、回転輪3を回転して空気注入排出弁2を開放する
と、筒状支持部材1の内部に封入されていた空気を外部
に排出することができる。この際、空気注入排出弁2を
図示しないホースによって小型送風機の吸入口につなぐ
と、筒状支持部材1の内部に封入されている空気を急速
に排出することができる。内部の空気が排出された筒状
支持部材1は折り畳んで小さな容積とし、かさ張らず、
1個ずつ容易に運搬することができるようになる。
When the rotary wheel 3 is rotated to open the air injection / exhaust valve 2 in a state where air is enclosed in the tubular support member 1, the air enclosed in the tubular support member 1 is released to the outside. Can be discharged. At this time, if the air injection / exhaust valve 2 is connected to the intake port of the small blower by a hose (not shown), the air enclosed in the tubular support member 1 can be rapidly exhausted. The tubular support member 1 from which the air inside has been discharged is folded into a small volume and is not bulky,
You can easily carry them one by one.

建築工事現場の周囲に、建築する建物よりも若干高い
建築足場10を第2図ないし第4図に示すように設置した
後、筒状支持部材1を内部に空気を封入しない柔らかな
状態で建築足場10の上部に運搬する。そして空気注入排
出弁2をホースによって地上の小型送風機の吐出口につ
なぎ、筒状支持部材1の内部に空気を注入して筒状支持
部材1をふくらまし、筒状支持部材1を硬くする。
After the building scaffolding 10 which is slightly higher than the building to be built is installed around the construction site as shown in FIGS. 2 to 4, the tubular support member 1 is built in a soft state in which air is not enclosed. Transport to the top of scaffolding 10. Then, the air injection / exhaust valve 2 is connected to the discharge port of a small blower on the ground by a hose, and air is injected into the inside of the tubular support member 1 to inflate the tubular support member 1 and harden the tubular support member 1.

これによって第3図に示すように筒状支持部材1は弧
状の形状となるので、複数の筒状支持部材1,1……を建
築足場10の上部に第2図に示すように並べながら、筒状
支持部材1,1……の両端を、それぞれバンド4によって
建築足場10の上部両側にある水平部材11に第5図に示す
ように係止する。
As a result, the tubular support member 1 has an arcuate shape as shown in FIG. 3, so that while arranging a plurality of tubular support members 1, 1 ... on the upper part of the building scaffold 10 as shown in FIG. Both ends of the cylindrical supporting members 1, 1 ... Are respectively locked by the bands 4 to the horizontal members 11 on both upper sides of the building scaffolding 10 as shown in FIG.

水平部材11,11間の間隔は建築物によって各種の寸法
となるので、その寸法に対応した大きさの筒状支持部材
1を予め準備しておく必要があるが、若干の寸法差に対
しては、筒状支持部材1を撓ませることにより、筒状支
持部材1の両端を建築足場10の上部両側に係止すること
ができる。
Since the distance between the horizontal members 11, 11 has various dimensions depending on the building, it is necessary to prepare the tubular support member 1 of a size corresponding to the dimension in advance, but for a slight dimensional difference By bending the tubular support member 1, both ends of the tubular support member 1 can be locked to both upper sides of the building scaffold 10.

また建築足場10の水平部材11の長さも建築物によって
各種の寸法となるので、水平部材11の長さが長い建築足
場10の場合には、上部両側の水平部材11に係止する筒状
支持部材1の数を多くし、水平部材11の長さが短い建築
足場10の場合には、上部両側の水平部材11に係止する筒
状支持部材1の数を少なくして、並べる複数の筒状支持
部材1,1……相互間の間隔が極端に開いたり狭くなった
りしないようにする。
Further, since the length of the horizontal member 11 of the building scaffold 10 also has various dimensions depending on the building, in the case of the building scaffold 10 having a long horizontal member 11, a cylindrical support that locks to the horizontal members 11 on both sides of the upper part. In the case of a building scaffolding 10 in which the number of members 1 is large and the length of the horizontal members 11 is short, the number of tubular support members 1 to be locked to the horizontal members 11 on both sides of the upper part is reduced, and a plurality of cylinders are arranged. -Shaped support members 1, 1 …… Be careful not to open or close the gap between them.

このようにして建築足場10の上部に複数の筒状支持部
材1を並べた後、テープ8の孔9(第6図参照)に紐12
を結び付けて、第2図、第4図に示すように紐12を張設
し、複数の筒状支持部材1の中間部相互間を紐12で結合
する。
After arranging the plurality of tubular supporting members 1 on the upper part of the building scaffolding 10 in this manner, the string 12 is attached to the hole 9 (see FIG. 6) of the tape 8.
2 and 4, the string 12 is stretched, and the intermediate portions of the plurality of tubular support members 1 are connected to each other by the string 12.

さらに複数並んでいる筒状支持部材1のうちの両端の
筒状支持部材1の中間部を第2図ないし第4図に示すよ
うに紐12で建築足場10の上部の水平部材13に結合する。
Further, an intermediate portion of the tubular support members 1 at both ends of the plurality of tubular support members 1 arranged side by side is connected to the horizontal member 13 above the building scaffolding 10 by the string 12 as shown in FIGS. 2 to 4. .

この際、紐12の張設長さ及び引張力を適宜調整するこ
とにより、全ての筒状支持部材1の弧状の形状が、鉛直
面内に保持されるようにする。
At this time, by appropriately adjusting the stretched length and the pulling force of the string 12, the arcuate shape of all the tubular support members 1 is maintained within the vertical plane.

次に、建築足場10の平面形状に適する大きさのテント
14を、第3図、第4図に示すように筒状支持部材1の上
から建築足場10の上部に配設し、第6図に示すようにテ
ント14の下面に孔15を有するテープ16を接着して孔7,15
を紐等で緊縛したり、さらに建築足場10の周囲に第1図
に示すように囲い17を設置したりする。
Next, a tent of a size suitable for the planar shape of the building scaffolding 10.
The tape 16 having the holes 14 on the lower surface of the tent 14 as shown in FIG. 6 is provided by disposing 14 on the tubular support member 1 to the upper part of the building scaffolding 10 as shown in FIGS. 3 and 4. Glue the holes 7,15
Is tied up with a string or the like, and an enclosure 17 is installed around the building scaffolding 10 as shown in FIG.

このようにしてテント14は複数の筒状支持部材1に支
持されて建築足場10の上部を覆うので、建築足場10の内
部では雨雪の影響を受けずに建築工事を進めることがで
きる。
In this way, the tent 14 is supported by the plurality of tubular support members 1 and covers the upper part of the building scaffolding 10, so that the construction work can be carried out inside the building scaffolding 10 without being affected by rain and snow.

屋根工事または屋上工事が完成し、建築足場10の上部
を覆う必要が無くなった時にはテント14を除去し、回転
輪3を回転して空気注入排出弁2を開放し、筒状支持部
材1の内部に封入されていた空気を外部に排出すると共
にバンド4を建築足場10の水平部材11から外し、紐12を
ほどいて取り除き、筒状支持部材1を折り畳んで個別に
搬出する。
When roof construction or rooftop construction is completed and it is no longer necessary to cover the upper part of the building scaffolding 10, the tent 14 is removed, the rotary wheel 3 is rotated to open the air injection / exhaust valve 2, and the inside of the tubular support member 1 is removed. The air enclosed in is discharged to the outside, the band 4 is detached from the horizontal member 11 of the building scaffolding 10, the string 12 is unwound, and the tubular support member 1 is folded and carried out individually.

この発明は、ビルディング、木造建物のいずれにも適
用することができる。
The present invention can be applied to both buildings and wooden buildings.

〔発明の効果〕〔The invention's effect〕

この発明は、筒状支持部材1の両端が建築足場10の上
部両側に係止され、しかも空気の注入により弧状になっ
た個々の筒状支持部材1は紐12により鉛直面内に保持さ
れて倒れることなく、弧状の作業空間を上方に確保する
ことができ、筒状支持部材1に支持されたテント14が建
築足場10の上部を、圧迫感を与えることの少ない弧状に
覆って雨雪を防ぐので、建築足場10の内部では天候の影
響を受けることなく、圧迫感も少なく、建築工事を進め
ることができる効果がある。
According to the present invention, both ends of the tubular support member 1 are locked to both sides of the upper portion of the building scaffolding 10, and the individual tubular support members 1 arced by the injection of air are held in the vertical plane by the string 12. An arcuate work space can be secured above without falling down, and the tent 14 supported by the tubular support member 1 covers the upper part of the building scaffolding 10 in an arc shape that does not give a feeling of oppression and rain and snow. Since it is prevented, the interior of the building scaffolding 10 is not affected by the weather, has less oppressive feeling, and has an effect of advancing the construction work.

そして、この仮設屋根は複数の可撓性中空体の筒状支
持部材1と、紐12と、テント14とに分かれているので軽
くて取扱が楽であり、運搬が容易で、取付け、取外しの
際にも筒状支持部材1を1個ずつ上げ降ろししたり運搬
できるので、上げ降ろしや運搬作業に大きな力を必要と
せず、高所で安全な作業ができる効果がある。
The temporary roof is light and easy to handle because it is divided into a plurality of flexible hollow tubular support members 1, cords 12 and tents 14, and it is easy to transport and install and remove. Even in this case, since the cylindrical support members 1 can be lifted and lowered one by one or transported, there is an effect that a large amount of force is not required for lifting and lowering and carrying work, and safe work can be performed at a high place.

また筒状支持部材1の両端をバンド4によって建築足
場10の上部両側に係止するので、筒状支持部材1の建築
足場10に対する取り付け、取り外しが簡単に行える効果
がある。
Further, since both ends of the tubular support member 1 are locked to both upper sides of the building scaffold 10 by the bands 4, there is an effect that the tubular support member 1 can be easily attached to and detached from the building scaffold 10.

さらに長さの異なる建築足場10に対しては、筒状支持
部材1の使用本数とテント14の大きさを変えることで、
建築足場10の長さに対応できる効果がある。
For architectural scaffolds 10 with different lengths, by changing the number of tubular support members 1 and the size of the tent 14,
There is an effect that can correspond to the length of the building scaffolding 10.

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

第1図はこの発明を施した建築足場の斜視図、 第2図はテントを除去して示した建築足場の平面図、 第3図はテントを配設した状態で示す第2図のIII−III
断面図、 第4図は同じ状態で示す第2図のIV−IV断面図、 第5図は第3図V部分の拡大断面図、 第6図は第4図VI部分の要部拡大図である。 1……筒状支持部材、2……空気注入排出弁 4……バンド、10……建築足場 12……紐、14……テント
FIG. 1 is a perspective view of a building scaffold to which the present invention is applied, FIG. 2 is a plan view of the building scaffold with the tent removed, and FIG. 3 is a III- of FIG. III
Sectional drawing, FIG. 4 is an IV-IV sectional view of FIG. 2 shown in the same state, FIG. 5 is an enlarged sectional view of a V portion of FIG. 3, and FIG. 6 is an enlarged view of an essential portion of a VI portion of FIG. is there. 1 ... Cylindrical support member, 2 ... Air injection / exhaust valve 4 ... Band, 10 ... Building scaffolding 12 ... String, 14 ... Tent

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】空気注入排出弁を備え内部に注入された空
気により弧状の形状に保持され建築足場の上部に並べら
れて両端がバンドにより前記建築足場上部の両側に係止
された複数の可撓性中空体の筒状支持部材と、前記複数
の筒状支持部材の弧状の中間部相互を結合すると共に両
端に並べられ筒状支持部材の弧状の中間部を前記建築足
場に結合して前記複数の筒状支持部材を鉛直面内に保持
する紐と、前記複数の筒状支持部材の上から前記建築足
場上部に配設されたテントと、より成ることを特徴とす
る建築工事用仮設屋根。
1. A plurality of movable members, each of which has an air injection / exhaust valve, is held in an arc shape by the air injected therein, is arranged on an upper portion of a building scaffold, and has both ends locked by a band on both sides of the upper portion of the building scaffold. The tubular support member of the flexible hollow body and the arcuate intermediate portions of the plurality of tubular support members are coupled to each other and the arcuate intermediate portions of the tubular support members arranged at both ends are coupled to the architectural scaffolding. A temporary roof for construction work, comprising: a string for holding a plurality of tubular support members in a vertical plane; and a tent arranged above the plurality of tubular support members and above the building scaffolding. .
【請求項2】空気注入排出弁を備え空気注入により弧状
の形状を保持する可撓性の中空体より成る筒状支持部材
の内部に空気を注入し、前記筒状支持部材を建築足場の
上部に複数並べ、前記複数の筒状支持部材の両端をバン
ドにより前記建築足場の上部両側に係止し、前記複数の
筒状支持部材の弧状の中間部相互を紐で結合すると共に
両端に並べられた筒状支持部材の弧状の中間部を紐で前
記建築足場に結合して前記複数の筒状支持部材を鉛直面
内に保持し、前記筒状支持部材の上方から前記建築足場
上部にテントを配設することを特徴とする建築工事用仮
設屋根の施工方法。
2. Air is injected into the inside of a cylindrical support member made of a flexible hollow body which is provided with an air injection / exhaust valve and holds an arcuate shape by air injection, and the cylindrical support member is attached to the upper part of a building scaffold. A plurality of the tubular support members, the ends of the plurality of tubular support members are locked to the upper sides of the building scaffolding by bands, and the arcuate intermediate portions of the plurality of tubular support members are connected with a string and arranged at both ends. The arcuate intermediate portion of the tubular support member is connected to the building scaffold with a string to hold the plurality of tubular support members in a vertical plane, and a tent is provided above the tubular support member on the upper part of the building scaffold. A method for constructing a temporary roof for construction work, which is characterized by being installed.
JP2268365A 1990-10-08 1990-10-08 Temporary roof for construction work and its construction method Expired - Lifetime JPH0826693B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2268365A JPH0826693B2 (en) 1990-10-08 1990-10-08 Temporary roof for construction work and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2268365A JPH0826693B2 (en) 1990-10-08 1990-10-08 Temporary roof for construction work and its construction method

Publications (2)

Publication Number Publication Date
JPH04146379A JPH04146379A (en) 1992-05-20
JPH0826693B2 true JPH0826693B2 (en) 1996-03-13

Family

ID=17457503

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2268365A Expired - Lifetime JPH0826693B2 (en) 1990-10-08 1990-10-08 Temporary roof for construction work and its construction method

Country Status (1)

Country Link
JP (1) JPH0826693B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009155852A (en) * 2007-12-26 2009-07-16 National Institute Of Occupation Safety & Health Japan Scaffolding sheet and structure for attaching scaffolding sheet to scaffolding

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6282184A (en) * 1985-10-04 1987-04-15 積水ハウス株式会社 Tent for building site and its construction
JPH0234662U (en) * 1988-08-26 1990-03-06
JPH02149058U (en) * 1989-05-19 1990-12-18

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009155852A (en) * 2007-12-26 2009-07-16 National Institute Of Occupation Safety & Health Japan Scaffolding sheet and structure for attaching scaffolding sheet to scaffolding

Also Published As

Publication number Publication date
JPH04146379A (en) 1992-05-20

Similar Documents

Publication Publication Date Title
US2955606A (en) General purpose inflatable shelter
US5613543A (en) Temporary protective covering system
US4381629A (en) Greenhouse
CA2002455C (en) Tensioned tent structure and erection method therefor
CA1056253A (en) Rigid frame structure with tensioned membrane cladding
WO1997026419A1 (en) Automotive hail protection and shade canopy
US2270229A (en) Building construction
US4589236A (en) Geometric frame assembly
JPH0826693B2 (en) Temporary roof for construction work and its construction method
JPH06288097A (en) Foldable all-weather shelter
US3996320A (en) Method for making domed skeletal structures of concrete
JP2000192667A (en) Construction site covering apparatus
JPS5817945A (en) Frame structure and construction thereof
JPH09177377A (en) Tent warehouse and constructing method therefor
JPH11117394A (en) Contractive type gate house and assembly type gate house for escape
JP3174921B2 (en) Frame structure of arch dome type roof and its construction method
JP3231511B2 (en) Lift-up device for all-weather temporary roof
JPH09250244A (en) Temporary roof structure
GB2267919A (en) Readily-erectable building structures
JP2865998B2 (en) Membrane roof construction method and membrane roof construction
SU1548387A1 (en) Method and pneumatic forms for erecting solid dome structures
JP2764366B2 (en) Temporary tent with opening and closing mechanism
JPH02112566A (en) Effective utilization of outdoor swimming pool
JPH06240881A (en) All-weather type canopy structure
JP2635286B2 (en) Temporary roof for construction site