JP3076482B2 - Rain protection equipment - Google Patents

Rain protection equipment

Info

Publication number
JP3076482B2
JP3076482B2 JP05172793A JP17279393A JP3076482B2 JP 3076482 B2 JP3076482 B2 JP 3076482B2 JP 05172793 A JP05172793 A JP 05172793A JP 17279393 A JP17279393 A JP 17279393A JP 3076482 B2 JP3076482 B2 JP 3076482B2
Authority
JP
Japan
Prior art keywords
temporary sheet
temporary
building
skeleton
wind
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
JP05172793A
Other languages
Japanese (ja)
Other versions
JPH0726733A (en
Inventor
稔 丹羽
惺 谷口
孝文 三苫
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 Corp
Original Assignee
Takenaka 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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP05172793A priority Critical patent/JP3076482B2/en
Publication of JPH0726733A publication Critical patent/JPH0726733A/en
Application granted granted Critical
Publication of JP3076482B2 publication Critical patent/JP3076482B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Tents Or Canopies (AREA)

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、建物の構築作業を雨天
でも行えるようにするための技術で、詳しくは、建物の
構築箇所の上部及び側部を覆う雨除け用の仮設シート状
物と、それを作用姿勢に張って保持する骨組みとからな
る雨除け設備に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a technique for enabling a building to be constructed even in rainy weather. More specifically, the present invention relates to a temporary sheet for rain protection which covers the top and sides of a building. And a framework for holding it in a working posture.

【0002】[0002]

【従来の技術】この種の雨除け設備によれば、建物の構
築箇所の上部及び側部を覆って構築箇所に雨が侵入する
ことを防止する覆い材として、軽量で取扱い容易な仮設
シート状物を用いるから、その仮設シート状物を保持す
る骨組みに要求される強度面での負担を少なくでき、か
つ、仮設シート状物の骨組みへの取り付けを紐による結
びなどで簡便に行え、骨組みとして、構築箇所の外周に
設置した足場や構築中の建物を利用でき、これによっ
て、作業性良くかつ低コストで実施することができる利
点がある。
2. Description of the Related Art According to this type of rain protection equipment, a lightweight, easy-to-handle temporary sheet-like material is used as a covering material for covering the upper and side portions of a building construction site to prevent rain from entering the construction site. Since a material is used, the load on the strength required for the frame holding the temporary sheet can be reduced, and the temporary sheet can be easily attached to the frame by tying it with a string. In addition, a scaffold installed on the outer periphery of a construction site or a building under construction can be used, which has an advantage that the work can be performed with good workability and at low cost.

【0003】しかし、反面、構築箇所を覆うものが仮設
シート状物であるから、風により仮設シート状物が煽ら
れ、仮設シート状物が強く、或いは、大きく煽られる
と、仮設シート状物がその近くに位置する作業員や構築
中の建物、機材、機械、資材などに強く接触し、その接
触が繰り返される。このような仮設シート状物の接触
は、作業員や機材、機械の行動を妨げ、しかも、構築中
の建物や機材、資材、仮設シート状物自体の破損を招く
原因となり、特に強く接触した場合には、強く押すこと
で作業員や機材、機械の転倒や、積み上げられた資材の
崩れなどの事故につながる事態を誘うおそれがある。特
に台風などの風が強い場合には、仮設シート状物が大き
く、かつ、強く煽られることはもちろん、仮設シート状
物のうち屋根部や風下の側部が風から受ける負の風圧が
大きくて、仮設シート状物が骨組みから引き剥がされる
おそれがある。
On the other hand, however, the temporary sheet is covered by the wind because the temporary sheet is covered by the wind, and the temporary sheet is strongly or strongly pushed by the wind. Strong contact with workers located nearby, buildings under construction, equipment, machinery, materials, etc., and such contact is repeated. Such contact with the temporary sheet-like material hinders the actions of workers, equipment, and machines, and also causes damage to the building, equipment, materials, and the temporary sheet-like material under construction. In such a case, there is a risk that a strong push may lead to an accident such as a fall of a worker, equipment, or a machine, or a collapse of stacked materials. Especially when the wind is strong, such as a typhoon, the temporary sheet is large and strongly fanned, and the roof and the leeward side of the temporary sheet receive a large negative wind pressure from the wind. In this case, the temporary sheet may be peeled off from the skeleton.

【0004】そのような不都合を想定した風対策とし
て、従来では、仮設シート状物の骨組みへの取付点を可
及的多くする手段が採用されていた。
[0004] As a countermeasure against the wind in consideration of such inconvenience, conventionally, means for increasing the number of attachment points of the temporary sheet-like object to the skeleton have been adopted.

【0005】[0005]

【発明が解決しようとする課題】しかし、上記従来の技
術によるときは、仮設シート状物の骨組みへの取り付け
強度を高めて、仮設シート状物が風により骨組みから引
き剥がされることを防止でき、かつ、風により仮設シー
ト状物が煽られることを抑制できるものの、やはり、風
により仮設シート状物が煽られることを確実に防止でき
ないという欠点があった。しかも、取付点を多くするこ
とは作業工数が増えることであるから、仮設シート状物
の骨組みへの取り付け作業性の低下を招来していた。
However, according to the above conventional technique, the strength of attachment of the temporary sheet to the skeleton can be increased to prevent the temporary sheet from being peeled from the skeleton by wind. In addition, although the temporary sheet-like material can be suppressed from being blown by the wind, there is a disadvantage that the temporary sheet-like material cannot be reliably prevented from being blown by the wind. Moreover, increasing the number of attachment points increases the number of man-hours, and therefore, the workability of attaching the temporary sheet-like material to the framework has been reduced.

【0006】また、本発明者は、骨組みを仮設シート状
物の内部に配置し、風雨時には、ワイヤなどのロープで
仮設シート状物を骨組みに押さえつけることにより、仮
設シート状物が煽られることを抑制する手段を考えた。
しかし、この手段を採用した場合であっても、前記の不
都合を回避できる程度にまで仮設シート状物が煽られる
ことを抑制するには、押さえロープの使用数を多くして
ロープによる押さえ箇所を多くする必要があり、その結
果、作業に非常に多大な労力及び時間が掛かるという欠
点がある。
Further, the present inventor has proposed that the skeleton is disposed inside the temporary sheet, and the temporary sheet is pressed against the skeleton by a rope such as a wire in a rainy weather, so that the temporary sheet is swung. We thought about the means to control.
However, even in the case where this means is adopted, in order to suppress the temporary sheet-like material from being swung to such an extent that the above-mentioned inconvenience can be avoided, it is necessary to increase the number of holding ropes to be used and increase the number of places where the rope is held down. The disadvantage is that it requires a lot of work, which results in a very large amount of labor and time.

【0007】本発明の目的は、強風により仮設シート状
物が引き剥がされたり、風により仮設シート状物が強く
煽られたりすることを作業性良く確実に防止する点にあ
る。
An object of the present invention is to reliably prevent the temporary sheet-like material from being peeled off by a strong wind or being strongly blown by the wind with good workability.

【0008】[0008]

【課題を解決するための手段】本発明による雨除け設備
の特徴は、建物の構築箇所の上部及び側部を覆う雨除け
用の仮設シート状物と、それを作用姿勢に張って保持す
る骨組みとからなる雨除け設備において、仮設シート状
物の内側に骨組みを配置し、仮設シート状物で覆われた
内部を外部よりも低い気圧に減圧維持するための減圧手
段を設けるとともに、仮設シート状物の上部とこれの下
方に位置する骨組みとの間に、膨張及び収縮が自在なエ
アーバッグを介装した点にある。
SUMMARY OF THE INVENTION The features of the rain-prevention equipment according to the present invention include a temporary sheet-like material for rain-prevention covering the upper and side portions of a building construction site, and a skeleton for holding the same in a working posture. In the rain protection equipment consisting of, a frame is disposed inside the temporary sheet-like material, and a pressure reducing means for maintaining the inside covered with the temporary sheet-like material at a reduced pressure lower than the outside is provided, and the temporary sheet-like material is provided. The point is that an airbag which can be freely inflated and deflated is interposed between the upper part of the object and the framework located below the object.

【0009】[0009]

【作用】減圧手段で内部を減圧することにより、内部と
外部の気圧差で仮設シート状物の全面が骨組みに押しつ
けられて密着する。その結果、通常時には、減圧手段を
作動させずに、内部を外部と同じ気圧にすることによ
り、無駄に動力を消費しないようにしながらも、風が吹
いて作業に支障を来す程度に仮設シート状物が煽られる
ような場合には、減圧手段を作動させるだけの手間及び
時間の掛からない作業により、仮設シート状物の全体を
骨組みに密着させて、風により仮設シート状物が煽られ
ること及び骨組みから引き剥がされることを阻止するこ
とができる。しかも、減圧手段が内部の空気を外部に排
出する機能を有しているものであるから、この減圧手段
を、仮設シート状物で対外的に密封された内部、つま
り、構築箇所の換気に利用することができる。
When the inside is depressurized by the decompression means, the entire surface of the temporary sheet is pressed against the skeleton by the pressure difference between the inside and the outside, and adheres closely. As a result, in normal times, the temporary seat is set to the same pressure as the outside without operating the pressure reducing means, so that power is not wasted, but the wind blows and hinders work. In the case where the material is fanned, the temporary sheet material is brought into close contact with the framework by the work and time-consuming work of operating the decompression means, and the wind is used to lift the temporary sheet material. And can be prevented from being peeled off from the skeleton. In addition, since the decompression means has a function of discharging the internal air to the outside, this decompression means is used for ventilation of the inside of the building, which is externally sealed with a temporary sheet, that is, a construction site. can do.

【0010】又、シート状物の上部とその下方の骨組み
との間に介装されたエアーバッグを膨張させることによ
り、シート状物上部と骨組みとの間に空間を確保でき、
雨天でも屋根等の建物上部を、その上方から作業するこ
とが可能になる。そして、風が強いときのシート状物の
煽りを防止するべく減圧手段を作動させるときには、エ
アーバッグを収縮させることにより、シート状物を骨組
みに密着させることができる。
[0010] Further, by inflating the air bag interposed between the upper part of the sheet-like material and the framework below the same, a space can be secured between the upper part of the sheet-like material and the framework.
Even in rainy weather, it is possible to work from above the building such as the roof. When the pressure reducing means is operated to prevent the sheet-like material from being swung when the wind is strong, the sheet-like material can be brought into close contact with the skeleton by contracting the airbag.

【0011】[0011]

【発明の効果】従って本発明によれば、(イ)仮設シー
ト状物の骨組みへの取り付け作業性を良好に維持して所
期の仮設シート状物と骨組みとからなる雨除け設備の利
点を発揮しながらも、台風などの強風が突発的に発生し
た時であっても、迅速に、かつ、容易にその風発生に対
応して、仮設シート状物が強風で骨組みから引き剥がさ
れることや煽られることを阻止できて、内部での建物の
構築作業を安全良好に行わせることができるようになっ
た。(ロ)しかも、減圧手段を有効利用することによ
り、内部の換気構成を簡素化、低コスト化することがで
きる。(ハ)又、膨縮型エアーバッグの採用により、雨
天でも建物上部をその上方から作業できる便利なものと
しながら、前記(イ)、(ロ)の効果を奏する利点もあ
る。
Therefore, according to the present invention, (a) the workability of attaching the temporary sheet material to the skeleton is maintained well, and the advantage of the rain shelter comprising the intended temporary sheet material and the skeleton is obtained. Even when a strong wind such as a typhoon suddenly occurs, the temporary sheet can be quickly and easily responded to the wind, and the temporary sheet can be peeled off from the framework by the strong wind. It was able to prevent being agitated, and it was possible to make building construction work safely inside. (B) Moreover, by effectively utilizing the pressure reducing means, the internal ventilation configuration can be simplified and the cost can be reduced. (C) In addition, the use of the inflatable / inflated air bag has the advantage that the above-mentioned effects (a) and (b) are exhibited while the upper part of the building can be conveniently operated from above even in rainy weather.

【0012】[0012]

【実施例】図1及び図2において、1は構築箇所に構築
中の建物であり、2は構築箇所の外周に沿って設置した
仮設の足場である。前記建物1の構築を雨天時にも可能
にするように構築箇所の上部及び側部を覆う雨除け設備
は、前記建物1及び足場2の外側に位置して構築箇所の
上部及び側部を覆う雨除け用の仮設シート状物3とそれ
を作用姿勢に張って保持する骨組み4とからなる。
1 and 2, reference numeral 1 denotes a building under construction at a construction site, and reference numeral 2 denotes a temporary scaffold installed along the outer periphery of the construction site. The rain protection equipment covering the upper part and the side part of the construction place so as to enable the construction of the building 1 even in rainy weather is provided outside the building 1 and the scaffold 2 and covering the upper part and the side part of the construction place. It is composed of a temporary sheet-like member 3 for exclusion and a framework 4 for holding it in an operating posture.

【0013】前記骨組み4のうち、仮設シート状物3の
上部3Aを支持する上部支持部は、建物1の屋根部から
構成され、側部3Bを支持する側部支持部は、足場2か
ら構成されている。上部3Aは、上部支持部に、空気の
充填で膨張するエアーバッグ5を取り付けて、図1に示
すように、上部3Aを、上部支持部から上方に所定の間
隔を隔てて位置して上部支持部の上面との間に作業用の
空間を形成するとともに、流水用の勾配を有する屋根形
状を呈する状態に上部支持部に支持されている。6は、
エアーバッグ5に空気を充填するためのコンプレッサで
ある。
In the frame 4, the upper supporting portion for supporting the upper portion 3A of the temporary sheet 3 is constituted by the roof of the building 1, and the side supporting portion for supporting the side portion 3B is constituted by the scaffold 2. Have been. The upper part 3A is provided with an air bag 5 which is inflated by filling air to the upper supporting part, and as shown in FIG. A work space is formed between the upper supporting portion and the upper surface of the portion, and the upper supporting portion supports the working space in a roof shape having a gradient for flowing water. 6 is
This is a compressor for filling the air bag 5 with air.

【0014】そして、雨除け設備は、仮設シート状物3
で覆われた内部を外部よりも低い気圧に減圧維持するた
めの減圧手段を有している。減圧手段は、内部の空気を
外部に排出するための送風機7を設け、内外に気圧を検
出するセンサSi,Soを設け、両センサSi,Soの
検出値の差又は比率が設定値となるように前記送風機7
を作動させる制御装置8を設けて構成されている。
[0014] The rain shelter is provided with a temporary sheet material 3.
And a decompression means for maintaining the interior covered with the pressure reduced to a pressure lower than the outside. The pressure reducing means is provided with a blower 7 for discharging the internal air to the outside, and sensors Si and So for detecting the atmospheric pressure inside and outside are provided, and the difference or ratio between the detection values of the two sensors Si and So becomes the set value. The blower 7
Is provided with a control device 8 for operating the.

【0015】なお、内部を外部に対して気密する仮設シ
ート状物3による気密性が優れていることが好ましい
が、送風機7の能力を選定して、隙間から入り込む空気
の量よりも多くの空気を外部に排出するようにすること
により、隙間があっても実施することができる。つま
り、気密性を得るために、仮設シート状物3の取付け作
業を困難なものにしたり、或いは、内部に対する出入り
を難しくしたりすることがない。
It is preferable that the temporary sheet-like material 3 that seals the inside to the outside is excellent in airtightness. However, the capacity of the blower 7 is selected so that more air than the amount of air entering through the gap is provided. Can be carried out even if there is a gap. That is, in order to obtain airtightness, the work of attaching the temporary sheet-like material 3 is not made difficult, and it is not difficult to get in and out of the inside.

【0016】上記の構成によれば、風がない、或いは、
弱くて、仮設シート状物3が煽られることによる不都合
が生じない通常時には、図1に示すように、エアーバッ
グ5を膨張させ、かつ、送風機7を作動させずに、内外
の気圧を等しくして構築作業を行う。
According to the above arrangement, there is no wind or
At normal times when the sheet is weak and the inconvenience caused by the temporary sheet 3 being lifted does not occur, as shown in FIG. Perform construction work.

【0017】そして、風があって、仮設シート状物3が
煽られことによる不都合が発生する非常時には、図2に
示すように、エアーバッグ5から空気を抜いて収縮させ
るとともに、送風機7を作動させることにより、内部の
気圧を外部の気圧よりも低くして、その気圧差で仮設シ
ート状物3を骨組み4に密着させ、詳述すれば、仮設シ
ート状物3のうち上部3Aの全体を建物1の屋根部の上
面に密着させ、側部3Bの全体を足場2の外面に密着さ
せ、この風対策により、仮設シート状物3が風に煽られ
たり、風で骨組み4から引き剥がされることを阻止する
ことができるのである。
Then, in an emergency, when the wind causes the temporary sheet 3 to be inconvenienced by being blown, as shown in FIG. 2, the air is evacuated from the air bag 5 to contract it and the blower 7 is operated. By doing so, the internal air pressure is made lower than the external air pressure, and the temporary sheet-like material 3 is brought into close contact with the skeleton 4 by the pressure difference. The top of the roof of the building 1 is in close contact with the entire side 3B of the scaffold 2 in close contact with the outer surface of the scaffold 2. By this wind countermeasure, the temporary sheet material 3 is blown by the wind or peeled off from the frame 4 by the wind. That can be prevented.

【0018】つまり、減圧手段により減圧された内部の
気圧は、外部との気圧差で仮設シート状物3を骨組み4
に密着させる程度の気圧であり、減圧手段の負担を可及
的に小さくする上で、気圧差は可及的に小さい方が好ま
しい。具体的な数値の一例を挙げると、気圧差は、0.
0001ヘクトパスカル程度である。
That is, the internal pressure reduced by the pressure reducing means is applied to the temporary sheet material 3 by the pressure difference from the outside.
In order to minimize the load on the pressure reducing means, it is preferable that the pressure difference be as small as possible. As an example of a specific numerical value, the pressure difference is 0.
It is about 0001 hectopascals.

【0019】〔別実施例〕上記実施例では、構築途中の
屋根部を骨組み4の上部支持部として仮設シート状物3
の上部3Aを支持させるように構成したが、図3に示す
ように、仮設シート状物3の上部3Aを支持する仮設構
造物9を足場2に支持させて、足場2と仮設構造物9と
から骨組み4を構成して実施しても良い。この場合に
は、仮設構造物9と上部3Aとの上下間にエアーバッグ
5を介装する。
[Alternative Embodiment] In the above-mentioned embodiment, the temporary sheet-like material 3 is used as the upper support portion of the framework 4 while the roof part being constructed is used.
3, the temporary structure 9 supporting the upper part 3A of the temporary sheet-like material 3 is supported on the scaffold 2, and the scaffold 2 and the temporary structure 9 are supported as shown in FIG. The framework 4 may be configured and implemented. In this case, the airbag 5 is interposed between the temporary structure 9 and the upper part 3A.

【0020】図3に示すように、下層の建物部分を作成
したのち、図4に示すように、足場2を上方に延長し、
その後、作成された下層の建物部分の上に上層の建物部
分を継ぎ足し式に作成することによって、建物1を構築
する場合にも、足場2の延長に伴い仮設シート状物3を
継ぎ足すことにより、本発明を適用することができる。
加えて、前記の足場2の延長と上層の建物部分の継ぎ足
し作成とを繰り返すことにより、高層の建物1を構築す
る場合にも、足場2の延長に伴い仮設シート状物3を継
ぎ足すことにより適用することができる。
As shown in FIG. 3, after the lower building part is created, the scaffold 2 is extended upward as shown in FIG.
Then, by adding the upper building part to the created lower building part in the form of extension, even when building 1 is constructed, the temporary sheet 3 is added together with the extension of the scaffold 2. The present invention can be applied.
In addition, by repeating the extension of the scaffold 2 and the replenishment of the upper building part, the temporary sheet-like material 3 is extended along with the extension of the scaffold 2 even when the high-rise building 1 is constructed. Can be applied.

【0021】上記実施例では、足場2を利用して骨組み
4を構成したが、足場2とは別の仮設物として骨組み4
を構成したり、或いは、構築途中の建物1のみを骨組み
4に利用して実施しても良い。又、上記実施例では、エ
アーバッグ5を設けて、仮設シート状物3の上部3A
を、勾配を有するとともに、建物1の屋根部との間に作
業用の空間を形成するものに構成してある。
In the above embodiment, the skeleton 4 is constructed by using the scaffold 2. However, the skeleton 4 is used as a temporary object different from the scaffold 2.
Alternatively, only the building 1 under construction may be used as the skeleton 4. In the above embodiment, the air bag 5 is provided, and the upper part 3A of the temporary sheet 3 is provided.
Has a slope and forms a working space between the building 1 and the roof.

【0022】尚、特許請求の範囲の項に図面との対照を
便利にするために符号を記すが、該記入により本発明は
添付図面の構成に限定されるものではない。
In the claims, reference numerals are provided for convenience of comparison with the drawings, but the present invention is not limited to the configuration shown in the attached drawings.

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

【図1】実施例を示す通常作業状態の概略断面図FIG. 1 is a schematic sectional view of a normal working state showing an embodiment.

【図2】実施例を示す風対策を講じた作業状態の概略断
面図
FIG. 2 is a schematic cross-sectional view showing a working state in which a countermeasure against wind is shown, showing an embodiment;

【図3】別実施例を示す概略断面図FIG. 3 is a schematic sectional view showing another embodiment.

【図4】別実施例を示す概略断面図FIG. 4 is a schematic sectional view showing another embodiment.

【符号の説明】[Explanation of symbols]

1 建物 3 仮設シート状物 3A 上部 4 骨組み 5 エアーバッグ DESCRIPTION OF SYMBOLS 1 Building 3 Temporary sheet material 3A Upper part 4 Frame 5 Air bag

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭50−142342(JP,A) 特公 昭50−22816(JP,B1) (58)調査した分野(Int.Cl.7,DB名) E04G 21/28 E04H 15/58 E04H 15/64 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-50-142342 (JP, A) JP50-22816 (JP, B1) (58) Fields investigated (Int. Cl. 7 , DB name) E04G 21/28 E04H 15/58 E04H 15/64

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物(1)の構築箇所の上部及び側部を
覆う雨除け用の仮設シート状物(3)と、それを作用姿
勢に張って保持する骨組み(4)とからなる雨除け設備
であって、前記仮設シート状物(3)の内側に前記骨組
み(4)を配置し、仮設シート状物(3)で覆われた内
部を外部よりも低い気圧に減圧維持するための減圧手段
を設けるとともに、前記仮設シート状物(3)の上部
(3A)とこれの下方に位置する前記骨組み(4)との
間に、膨張及び収縮が自在なエアーバッグ(5)を介装
してある雨除け設備。
1. A rain gutter comprising a temporary sheet material for rain gutter covering an upper portion and a side portion of a construction site of a building, and a skeleton for holding the same in an operating posture. A facility for arranging the skeleton (4) inside the temporary sheet material (3) and reducing the pressure inside the area covered with the temporary sheet material (3) to a pressure lower than that of the outside. Rutotomoni a means, the upper part of the temporary sheet (3)
(3A) and the skeleton (4) located below it.
An air bag (5) that can freely expand and contract is interposed between them
Rain except equipment you have.
JP05172793A 1993-07-13 1993-07-13 Rain protection equipment Expired - Fee Related JP3076482B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05172793A JP3076482B2 (en) 1993-07-13 1993-07-13 Rain protection equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05172793A JP3076482B2 (en) 1993-07-13 1993-07-13 Rain protection equipment

Publications (2)

Publication Number Publication Date
JPH0726733A JPH0726733A (en) 1995-01-27
JP3076482B2 true JP3076482B2 (en) 2000-08-14

Family

ID=15948468

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05172793A Expired - Fee Related JP3076482B2 (en) 1993-07-13 1993-07-13 Rain protection equipment

Country Status (1)

Country Link
JP (1) JP3076482B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5107677B2 (en) * 2007-11-09 2012-12-26 大和ハウス工業株式会社 Flat roof curing method

Also Published As

Publication number Publication date
JPH0726733A (en) 1995-01-27

Similar Documents

Publication Publication Date Title
WO1997026419A1 (en) Automotive hail protection and shade canopy
US2976875A (en) Anchoring means
JP3076482B2 (en) Rain protection equipment
JP3046589B1 (en) Umbrella cover for cargo handling
JP4914527B1 (en) Building equipment for building and building construction method for building
JPH0571225A (en) Temporarily set roof of complete weather type
JPH0579193A (en) Roof curing frame and roof sheet for outside scaffolding
CN215442623U (en) Roof is aerifyd in quick activity and house on roof is aerifyd in installation
JPH01127762A (en) Method of curing construction
JP4199162B2 (en) Membrane roof structure and its laying method
JPS626066B2 (en)
CN217501135U (en) A protection dust suppression device for construction stage high-rise building window
US20230121918A1 (en) Method and devices for a trailer side tent screen room
CN218843921U (en) Inflatable tent
CN219365206U (en) Adjustable cyclic utilization's of push pipe work well head rain insensitive device
JPS61179964A (en) Temporarily constructed structure
CN214246110U (en) Double-layer cable net inflatable structure
JPH0372168A (en) Tent for construction work site
EP4394142A1 (en) Scaffolding
JP2504583Y2 (en) Temporary roof for tank construction
JPH06123174A (en) Tent roof for engineering work and method for erecting same
JP2913331B2 (en) A method of mounting and supporting a flexible membrane having a dome roof shape and a work platform
JP2001207545A (en) Transportation and installation methods for building unit
KR200275816Y1 (en) A big canvas door with a hole
JPH0559822A (en) Method of constructing building

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees