JPS59179947A - Light weight large transfer shed - Google Patents

Light weight large transfer shed

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Publication number
JPS59179947A
JPS59179947A JP5633183A JP5633183A JPS59179947A JP S59179947 A JPS59179947 A JP S59179947A JP 5633183 A JP5633183 A JP 5633183A JP 5633183 A JP5633183 A JP 5633183A JP S59179947 A JPS59179947 A JP S59179947A
Authority
JP
Japan
Prior art keywords
roof
column
air
pillars
air chamber
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.)
Pending
Application number
JP5633183A
Other languages
Japanese (ja)
Inventor
八木 寿直
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.)
Fujikura Rubber Works Ltd
Original Assignee
Fujikura Rubber Works 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 Fujikura Rubber Works Ltd filed Critical Fujikura Rubber Works Ltd
Priority to JP5633183A priority Critical patent/JPS59179947A/en
Publication of JPS59179947A publication Critical patent/JPS59179947A/en
Pending legal-status Critical Current

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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】 本発明は軽祷犬型移設用上屋に関−するものである。[Detailed description of the invention] The present invention relates to a light prayer dog type relocation shed.

従来、広面積を覆い、[7かも無柱の利用床面積を得る
ためには、強靭な布膜で作られた生球形または長生円曲
形の密閉エアドームまたはエアハウスが用いられている
Conventionally, in order to cover a large area and obtain a column-free usable floor area, a sealed air dome or air house in the shape of a living sphere or an elongated circle made of a strong cloth membrane has been used.

これらは地面との接触部を密閉する装置4を有し、室外
よりも常に室内に布膜が緊張状態にあるごとく微圧空気
を送入して形状を保っている。従って出入口等には前室
を設け、二段開閉により室内の圧力を維持している。小
型のものにあっては出入mlの開閉に伴う空気圧力の低
下が激しいのて、別に独立の気柱部を設けて保形し、あ
るいは布膜をエアマツトレスの如く内外二層にしてその
間に空気を入れて保形するものもあるがいずれも本発明
のもののように上屋として使用することは困難である。
These have a device 4 that seals the contact area with the ground, and maintains its shape by supplying low-pressure air so that the fabric membrane is always under tension indoors rather than outdoors. Therefore, a front chamber is provided at the entrance and exit, and the pressure inside the chamber is maintained by opening and closing in two stages. In the case of small models, the air pressure decreases drastically when opening and closing the inlet/outlet ml, so a separate air column is provided to maintain the shape, or a cloth membrane is made into two layers, inside and outside, like an air pine tress, and the air is kept between them. Although there are some that retain their shape by inserting them, it is difficult to use them as a shed like the one of the present invention.

従来から大型天幕はザーカス場に採用されているか」−
屋て1はなく、側壁を有する幕舎であり、屋根の高さを
自在に変更することは殆ど不可能であり、さらに組立、
分解に可成りの時間と労力を必要とするものである。
Have large tents been traditionally used in Zarkas fields?
It is a barracks with side walls without a roof, and it is almost impossible to freely change the height of the roof.
It requires considerable time and effort to disassemble.

小型の天幕は通常、上屋とりで使用しているが一基の床
面積を100.m2以上に太きくし、高さを5m以上に
し、さらには高低差のある地i#j K設置したり、入
梅の高さを自在に変更したりすることは、型取増加のみ
ならず、機構も複雑となり、安全および取扱いの而から
実用性がなく、安全性にも欠ける。
Small awnings are usually used in sheds, but each one takes up about 100. Making it thicker than m2, increasing the height to more than 5m, installing it in a place with a difference in height, and freely changing the height of the iris will not only increase the number of molds to be made, but will also cause problems with the mechanism. It is also complicated, impractical in terms of safety and handling, and lacks safety.

本発明1(+:この様な従来の欠点を解消するものであ
り、(〈発明のトギは原野、匣陵等整地の不充分な場所
に100 m2−2000 +n2  程度の広さの一
ヒ屋を設置バし、土木建設等の工事の+1帯作粟、ある
いは資材の集積を行う等に1更用することを目的とし、
従って無柱の広い床面積および屋根の高さを用途に嘔し
て変更することを要する場合や、さらに使用榎j間中、
通常の風i4j等に耐えることはもとより、暴風[1j
に際して+r:i内部で作業はてきなくても床面の↑崖
いとしての役目を果そうとするものである。
Invention 1 (+: This invention solves the above-mentioned drawbacks of the conventional technology. The purpose is to install a bar and use it for extra millet production for civil engineering construction work, or for accumulating materials, etc.
Therefore, there may be cases where it is necessary to change the large floor area without columns or the height of the roof, or even during the period of use.
Not only can it withstand normal winds such as i4j, but also strong winds [1j
Even if no work is to be done inside +r:i, it is intended to serve as a cliff above the floor.

本発明は気・dl・可撓性布材の円筒気室の屋根組に防
水布の屋根膜を取付けだ大型@量の屋根を、その周縁部
に配置した小数の円節気室柱または1酌mに立て得る形
式の柱に固着することなく抱く状態で接し、かつこの柱
の頂上附近に取付けた滑車を介して吊索で、これを巻く
ことにより床面がら柱のはV頂上までの任意の高さに柱
を吊持し、上記円筒気室への給排気及び内圧制菌装置を
備え、かつ強風に耐えるだめの気室内圧を高がくし、柱
、屋根等に適宜控え索あるいは部分補強を施すようシ(
シだことを凹点とするものである。
The present invention is based on a roof membrane of waterproof fabric attached to the roof assembly of a cylindrical air chamber made of air, dl, and flexible fabric material. By connecting with a pillar that can be erected on the floor without being attached to it, and wrapping it with a suspension rope via a pulley attached near the top of this pillar, the floor surface of the pillar can be raised anywhere up to the top of V. The pillars are suspended at a height of 1,000 yen, the cylindrical air chamber is equipped with an air supply/exhaust system and an internal pressure control device, and the pressure in the air chamber is increased to withstand strong winds. (
The concave point is that it is dark.

従って本発明においては気密可撓性布材の円筒気室の曲
げ1lilll性おまひ軸方向の耐圧縮性が直径と内圧
の相乗効果による特性を用い、軽軟で自己保形により広
い面積を覆う屋根の屋根組みとし、防水布を屋根膜とす
るものである。重計が軽いだめ〕う(根を支える力が小
さくてよいので、屋根の周縁111≦のみ、かつ最小数
の円節気室柱の軸方向の耐圧縮力で支えることができ無
柱の広い床面積が得ら)]るものである。
Therefore, in the present invention, the compression resistance of the cylindrical air chamber of the airtight flexible fabric material in the direction of the bending and paralytic axis uses the synergistic effect of the diameter and internal pressure, and covers a wide area by being light and flexible and self-retaining. The roof is constructed using waterproof fabric as the roof membrane. (The force to support the roots may be small, so it can be supported only by the axial compression strength of the roof's perimeter 111≦ and the minimum number of circular air cell columns, and a wide floor without columns.) area)].

移設をr′定しているものであるから、柱の高さを充分
高いものとし、それぞれ現地の地面の高低等に無関係に
、かつ屋根から床面寸での利用高さを自在に調整し得る
ように柱を懸吊し、適宜の高さに屋根を保持できるもの
である。
Since the relocation is subject to r', the height of the pillars must be sufficiently high, and the height of use from the roof to the floor can be freely adjusted, regardless of the height of the local ground. The roof can be maintained at an appropriate height by suspending the pillars as desired.

円筒気室への給気および排気に用いる配管並びに而」風
雨性を維持するだめの内圧の判例に用いる圧力側、圧力
空気源、制御弁、安全弁等の装置、その他捜索および補
強材等を通論細膜する。
Discusses the piping used to supply and exhaust air to the cylindrical air chamber, the pressure side used in judicial precedents for the internal pressure of the chamber to maintain weatherproofing, pressure air sources, devices such as control valves, safety valves, and other search and reinforcement materials. Thin film.

非常に強い暴風雨が予想さi′7.る場合Vζは寧ろ屋
根を床面に下げ、屋根組気室の空気を排気し、屋根膜も
下に空気が残らないよう11、而あるいは床面の堅1^
]なものにく\り付けるかして1す根としてではなく、
農相とする方が耐風・〆I、が大きく安全である。
A very strong rainstorm is expected i'7. In the case of Vζ, the roof is lowered to the floor level, the air in the roof air chamber is exhausted, and the roof membrane is also lowered so that no air remains under it11, or the floor surface is stiffened1^.
] Rather than attaching it to something as a root,
It is safer to use agricultural products because they have greater wind resistance and durability.

以上の組合せυてよる上)lは分、(す、折た\み等が
容易であるので移設および輸)木の/、二めの分梗t、
組立が人手が少くても短時間にできる等多くの利点を有
するものである。
Based on the above combination υ) l is minute, (it is easy to fold, etc., so it is relocated and imported) / of the tree /, second stem t,
It has many advantages, such as being able to be assembled in a short time with less manpower.

以上の目的から構成各部を軒数にし、組立および分解が
迅速容易であるような構造とし、気密布および防水布等
の円筒気室への空気の給気、与圧および排気により自動
的に成形および保形あるいは原形への復帰が迅速安全に
達成できるようにしだ。すの結果人手を要するのに、梱
包状態の部材をそれぞれの位置に配置、展開し、部材の
補助部品の結合を行い、気室への給気を行うことのみで
ある。屋根の上げ下げは懸吊索の捲回により行うように
し、まだ強風の場合には捜索の杭を補強し、気室内圧の
上昇を行う等の管理を行うものである。
For the above purpose, each component has a number of eaves, and the structure is designed to be quick and easy to assemble and disassemble.The structure is designed so that it can be assembled and disassembled quickly and easily, and can be automatically formed and formed by supplying, pressurizing, and exhausting air to the cylindrical chamber made of airtight cloth or waterproof cloth. This allows shape preservation or return to the original shape to be achieved quickly and safely. As a result, although it requires manpower, all that is required is to arrange and unfold the members in the packaged state at their respective positions, connect the auxiliary parts of the members, and supply air to the air chamber. The roof will be raised and lowered by winding the suspension rope, and if the wind is still strong, the search stakes will be reinforced and the pressure in the air chamber will be increased.

群成かつ可撓性ある部材を可焼的に結合することにより
、部拐の一部に集中的に応力のが−ることのないように
して全体の谷畝を大きくしたことが!1寺徴である。
By combustibly joining the grouped and flexible members, the overall valley ridge can be enlarged without the stress being concentrated on a part of the ridge! It is the hallmark of one temple.

本発明の上屋の構成は屋根、杜、懸吊装置、給排気装置
ならびにこれ等の連接、支承および固定装置ヤナよりな
るものである。
The structure of the shed of the present invention consists of a roof, a roof, a suspension system, an air supply/exhaust system, and connection, support, and fixing devices for these.

屋根は第1図の平面および正面図に小ずように円筒気室
1および2への給気膨張により成形される屋根組とこれ
に数句けた屋根膜4とより構成される。すなわちJおよ
び2ばそれぞれ気密可撓性布材の円筒気室で1t/″i
、水平枠組であり、2は1び〜15′の順斜枠組で両者
で屋根の全枠組を構成している。屋根の形状についてい
えば第1図(イ)は正方形で例えば谷辺は10〜20 
m 8度のものであり、3は円筒気室柱との接触部の住
人で、先端部に割4ケ所ある。4は防水布の屋根膜で図
は一部切欠いた状態を示しており、5は連通している気
室に給排気するだめの管の接続[]である3、第1図(
ロ)図は同じくけ)図の1辺と同程度の直径の円形屋根
の例で、その平面および正面図を示し、最少数3本の柱
で支える場合を例示したものである。第1図、(ハ)図
は矩形の屋根形の例であり、平面および正面図を示し、
2′は棟の水平気室である1、何れの場合でも通常の屋
根膜4は]、2.2′舌の気室に数句けであるが分λ1
jの必要の場合は着脱し得る方法で取付ける。
As shown in the plan and front view of FIG. 1, the roof consists of a roof assembly formed by expanding air supplied to cylindrical air chambers 1 and 2, and a roof membrane 4 arranged several times over the roof assembly. That is, J and 2 each have a cylindrical air chamber made of an airtight flexible cloth material with 1 t/″i
, is a horizontal framework, and 2 is a diagonal framework of 1 to 15', which together constitute the entire framework of the roof. Regarding the shape of the roof, Figure 1 (a) is square and the valley sides are, for example, 10 to 20.
m is 8 degrees, and 3 is the inhabitant of the contact part with the cylindrical air chamber column, and there are 4 parts at the tip. 4 is a roof membrane made of waterproof cloth, which is partially cut away, and 5 is a connection for a pipe for supplying and exhausting air to the communicating air chamber. 3, Figure 1 (
(b) The figure is the same as the one in the figure) An example of a circular roof with a diameter comparable to one side of the figure, showing its plan and front view, and illustrating the case where it is supported by a minimum number of three pillars. FIG. 1, (c) shows an example of a rectangular roof shape, and shows a plan view and a front view.
2' is the horizontal air chamber of the ridge 1. In either case, the normal roof membrane 4 is ], 2.2' The air chamber of the tongue has a few minutes λ1
If necessary, install in a removable manner.

第2図は第1図(イ)の屋根を更に4基1体と1.だも
のの平面図および正面図で、柱は四隅の接触部柱式3だ
けに設け、3′には設けないのか光通である。例えば、
第2図の]基の大きさを1辺1.5 mとすると第2図
の4基を1体にしだものは30 m x :3(1mの
平面績であり、1m2あたり約I K9の重量とすると
第2図の屋根の自車は約110001(であるから4本
の柱で支えるとして1本肖りでは約250 Kqであり
、屋根はさらに風雨による縦横斜めの力が加わるので安
全のため支える柱を含めて充分な強さのものとする必要
があるが、それpも4本の柱で足りるような強度を持た
せることができる。
Figure 2 shows the roof of Figure 1 (a) with four additional roofs and one roof. In the plan view and front view of the structure, the pillars are provided only in the contact portions 3 at the four corners, and the pillars 3' are not provided to provide light. for example,
If the size of the base in Figure 2 is 1.5 m on a side, then the size of the four bases in Figure 2 in one unit is 30 m x : 3 (1 m surface area, approximately IK9 per 1 m2). In terms of weight, the weight of the vehicle on the roof in Figure 2 is approximately 110,001 kg (so if it is supported by four pillars, each pillar weighs approximately 250 Kq, and the roof is subject to vertical and horizontal diagonal forces due to wind and rain, so it is difficult to maintain safety. Therefore, it is necessary to have sufficient strength including the pillars that support it, but it is possible to make it strong enough to require only four pillars.

第3図は膨張1/Cよる気密可撓性布材の円筒気室の柱
に屋根が吊持されている場合の概要を示す柱の説明図で
あり、第2図で例示した屋根用の柱として風速2(1+
t+/秒以下であれば10 mの旨さのもの斗で実用し
イLIる。
Fig. 3 is an explanatory diagram of a column showing an outline of a case where a roof is suspended from the column of a cylindrical air chamber made of airtight flexible fabric material with expansion 1/C. Wind speed 2 (1+
If it is less than t+/second, it can be put into practical use with a 10m-long tube.

6は気密可撓性布材の円筒気室の柱で、図では全高の約
2/3の高さに屋根を吊持している様子を示しているが
、柱6の中には隔膜01かある。図において4枚の隔膜
を取付けであるか−1−と下の谷1枚の他は無くてもよ
い。」二下の隔膜61により区分される。独立区劃は、
通常金属製の靴7と、帽子8を取付ける際に、その区劃
に付設しである給気1162から送気管63により送気
し、独立に膨張させることができる。靴7と帽子8との
中には詰物(55,65′がある。これは柱全体が満膨
張の状態になったとき、上下両端の形状と合致するもの
で柱に圧縮力が加わっても変形を生ずることなく力をそ
れぞh靴7と帽子8に伝達するだめの詰物である。
Reference numeral 6 denotes a cylindrical air chamber column made of airtight flexible cloth material, and the figure shows how the roof is suspended at about 2/3 of the total height. There is. In the figure, four diaphragms are attached, but the ones other than -1- and one in the lower valley may be omitted. ' It is divided by two lower septa 61. The independent area is
When attaching shoes 7 and caps 8, which are usually made of metal, air can be supplied from an attached air supply 1162 to the area through an air supply pipe 63, and the shoes 7 and hat 8 can be inflated independently. Inside the shoes 7 and cap 8, there are paddings (55, 65') that match the shapes of the upper and lower ends when the entire column is fully inflated, so that even if compressive force is applied to the column, This is a padding that transmits force to the shoe 7 and the hat 8, respectively, without causing deformation.

靴7・および帽子8は通常柱の直径より大きいものであ
るが、数句けに際しては、柱6の上下−区Illずつ、
形状を保つに充分な程度に膨張し、靴7および帽子8に
挿入し、0・1あるいはti4’(靴まだ(d帽子との
固定部)で柱(うと堅固(fこ固定する。給υ1気孔0
2は送気管03を外すと作動する不還弁(図示ぜず)付
きのものである。
Shoes 7 and hat 8 are usually larger than the diameter of the pillar, but for several phrases, the upper and lower parts of pillar 6 are
It expands to a sufficient extent to maintain its shape, inserts it into the shoes 7 and the hat 8, and fixes it firmly with the pillar (f) with 0.1 or ti4' (the part that fixes the shoe with the hat). 0 pores
2 is equipped with a non-return valve (not shown) which is activated when the air pipe 03 is removed.

柱6の」二下にイ什7と:謂子8を取1・1けたならば
1巻索帳のドラム1(−)に巻かれている吊索11の両
端12.1:2′をそノtそJL帽−f8の滑車()お
よ0・2り所の案内滑車(月ならひにν化7の案内滑車
01に挿]由」る。滑車9およ0・案内滑車用はいずノ
1も索が脱、線しないように防止装置(図示せず)を設
ける。
If we take 1.1 digits of 1.1 and 1.1 digits below the column 6, then we get 12.1:2' of both ends of the hanging cable 11 wound around the drum 1 (-) of the 1-turn rope. Sono t So JL cap-f8 pulley () and the guide pulleys at 0 and 2 (insert into the guide pulley 01 of v7 on the moon). For pulleys 9 and 0, guide pulleys. In all cases, a prevention device (not shown) is provided to prevent the cable from coming off.

帽子8には柱6の捜索13を3本以上取利け、さらに柱
相互間の張索14等を取イ・jける。捜索13は第3図
に例示したように、柱6を1″してた後、地面に堅固に
打込んた杭15にしつかり繋止する。捜索13は強風の
予想される嚇合には取付本数を増加する。
The cap 8 is equipped with three or more cables 13 for the pillars 6, and further cables 14, etc. between the pillars are installed. As shown in Fig. 3, the search 13 is tied to a stake 15 that is firmly driven into the ground after the pillar 6 has been tightened 1".The search 13 is attached when strong winds are expected. Increase the number of books.

給排気口62に管63を接続し、所定の内圧まで送気膨
張する(給気源および同制御装置は図示せず)。
A pipe 63 is connected to the supply/exhaust port 62, and air is supplied and expanded to a predetermined internal pressure (the air supply source and its control device are not shown).

柱6は膨張後立ててもよく、また膨張により自動的に自
立させてもよい。柱6を膨張気室でなく、鉄骨組立て柱
あるいはコンクリート柱を用いる場合もはソ同様にして
立てる。
The pillars 6 may be erected after being inflated, or may be made to stand up automatically upon expansion. If a steel frame assembly column or a concrete column is used instead of an expansion air chamber for the column 6, it is erected in the same manner as in (4).

柱6を所定位置に立て、気室内圧を所定圧に上げ、控票
173および張索14が適度の緊張をもって柱を支持す
る状態になったならば屋根の梱包を屓き四隅の柱6の間
に展開する。
After the pillars 6 are erected in the specified position, the air pressure in the air chamber is raised to the specified pressure, and the support slips 173 and tension cables 14 support the pillars with appropriate tension, the roof is unpacked and the pillars 6 at the four corners are removed. develop in between.

屋根は第2図に示すように4基を連接使用する場外には
不目接する状態に展開し、中央部の柱式3′VC防水カ
バーを施こし、防水樋を取f′:Jけ、安ずノtば11
rl風補強(」、中央張索(第11図参照)−等を取付
けた後、直ちにはソ所定の内圧にまで膨張し、相接する
部分を連結し一体とする。屋根が第1図(イ)、(ロ)
、(ハ)の何れの場合も同じように膨張する。膨張は給
排気口5(柱の52に同じ)より行うが管(]:つは屋
根に数句けだま\使用するので管保持の/ζめの柱6に
近いところに給排気1−15を配置する。
As shown in Figure 2, the roof consists of four units that are used in conjunction with each other, so that they are not visible to the outside, and a pillar-type 3'VC waterproof cover is installed in the center, and the waterproof gutter is removed. Azunotaba11
After installing the rl wind reinforcement (see Figure 11), etc., the roof immediately expands to a predetermined internal pressure and connects the adjoining parts to form a single piece. b), (b)
, (c) expand in the same way. Expansion is done through the air supply/exhaust port 5 (same as column 52), but since the pipe () is used on the roof, the air supply/exhaust port 1-15 is placed close to the /ζth pillar 6 that holds the pipe. Place.

強風が予憩される場合には所定内圧よりや\高めに1〜
、予め取付けである補強」2)Jを連結して一体と−1
−る。
If strong winds are interrupted, the internal pressure should be set slightly higher than the specified internal pressure.
, Reinforcement that is pre-installed 2) Connect J to integrally -1
-ru.

柱(3の屋根の3の部分を取付け、吊索端12、+2’
、停よび適宜本数の捜索16をそれぞれ所定の位置に取
(=jける。給排気管0:3(/j、捜索の1本((/
Aわせて地面近くに導き、制御装置および空気源(図示
せず)に連結する。
Attach the pillar (part 3 of the roof 3, and hang the rope end 12, +2'
, and the appropriate number of search pipes 16 are placed in their respective predetermined positions (=j.
A is guided close to the ground and connected to a control device and an air source (not shown).

四隅同時に控索ドラム10を回転し、屋根の空気室1を
水計状態に保ちつつ所型の高さまで吊上げ、そのま\保
持する。
The restraining rope drum 10 is rotated at the same time at the four corners, and while keeping the air chamber 1 of the roof in a water gauge state, it is lifted up to the desired height and held as it is.

強風となつだならはギ根組気室1および2の内圧を所定
圧捷でヒけ、屋根の捜索1Gの風上側のものを緊張させ
、強固に結着保持する。Fから吹き上げて来る場合には
柱の捜索13および靴7の杭71.71′を増強する。
In the case of strong winds and summer weather, the internal pressure of the Gine-gumi air chambers 1 and 2 is reduced by a predetermined pressure, and the windward side of the roof search 1G is tightened and firmly tied and held. If it blows up from F, strengthen the search pillar 13 and the piles 71 and 71' of the shoe 7.

第2図のように4基を一体とした場合、中央が垂れ下が
るので第4図に示すように中央が高かく維持されるよう
に中央において十字を形成するごとく張線17.17′
を取付け、さらに支柱18を張線の十字点と屋根の中央
との間に設置する。この際4基の屋根の接触部の傾斜は
雨水が外周へ流下する程度の1()0以下の小傾斜角度
とする。
When the four units are integrated as shown in Figure 2, the center will sag, so as shown in Figure 4, the tension wires 17 and 17' should be placed in the center to form a cross to keep the center high.
is attached, and furthermore, a support 18 is installed between the cross point of the tension wire and the center of the roof. At this time, the inclination of the contact parts of the four roofs is set to a small inclination angle of 1()0 or less, which is enough to allow rainwater to flow down to the outer periphery.

使用後の撤収は概ねこの逆に行えばよい。Removal after use can generally be done in the reverse order.

このようにして本発明の上屋は気密可撓性布材の円筒気
室を充分に剛性を保持するに足る内圧に膨張して屋根組
みおよび柱とし、防水布を屋根膜としだ、広い床面積を
覆う自己保形の屋根の上屋であり、型取が軽いため柱の
本数を少くすることができ、無柱の広い床面積が得られ
る。屋根組みが自己保形に充分の剛性を持っているので
柱に固着することなくそのま\吊索で吊持することがで
き、床面からの屋根の高さを用途に応じて自在に変える
ことができる。構成各部が分割、折だだみ式になってい
て運搬や取扱いに便利であり、膨張により自動的に成形
されるので組立、あるいは解体が迅速に、少い労力にて
可能であるので、先行設置4あるいは移設を必要とする
場合に極めて実用的効果が大きい。
In this way, the shed of the present invention has a cylindrical air chamber made of airtight flexible fabric material that is inflated to an internal pressure sufficient to maintain sufficient rigidity to form the roof frame and pillars, a waterproof fabric as the roof membrane, and a wide floor. It is a shed with a self-retaining roof that covers the area, and because the molding is light, the number of pillars can be reduced, and a large floor area without pillars can be obtained. Since the roof structure has sufficient rigidity to maintain its shape, it can be hung directly from a hanging rope without being attached to pillars, and the height of the roof from the floor can be freely changed according to the purpose. be able to. Each component part is split and foldable, making it convenient to transport and handle.As it is automatically molded by expansion, assembly or disassembly can be done quickly and with little effort, making it easy to carry and handle. This has an extremely large practical effect when installation or relocation is required.

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

第1図は本発明の軽量大型移設用上屋の屋根組屋根の概
要を示す(イ)、(ロ)、(ハ)の3例の場合のそれぞ
れ平面図、正面図、第2図は第1図(イ)の屋根を4基
組合せて接合した場合の平面図および正面図、第3図は
膨張により形成される柱に屋根を吊持している場合の柱
の模型図、第4図は第2図と同様の大型の屋根1ておい
て山水等が屋根Vこ溜ることなく周辺より排水されるよ
う中央を高く維持した様子を示す半面および正面説明図
である。 J  気蜜dJ′焼は布材の屋根水平枠組の円筒気室 2′・ 同じく水”F枠組の円筒気室(憬の水平気室) 2  ・同じく傾斜枠組の円筒気室 3 ・・柱との接触部住人 3′ −同しく柱との接触部の使用されない住人・1 
 防水布屋根膜  5  給排気管接続1」6  気密
可撓性布材の円筒気室柱 7 ・靴       8  帽子 9 ・・   ・ 滑 4司            
        10 −  ・・  1゛ ラ ノ・
11 ・・・吊索      12.12′ ・吊索の
両端〕3・・・柱の捜索    14  ・・張索15
、・ 杭       16・・屋根の捜索17.17
′−・−張線     18・ ・支柱6I・・−隔膜
      62−・給気口0;う・ 送気管 04.04′・・靴まだは帽子と柱との固定部05、(
う5′ ・  ・ d古物             
71.71′  ・・杭O1−案内滑車 特訂出i1A人  藤倉コ゛ム工業株式会社、、“、:
、ニーで 代  理  人   秋   元   輝   薙\ 
。 梢寸 第2図 第3図 手続補正書 (特許庁審査官        殿) 1 事件の表示 昭和58年特許願第56331−グ 2 発明の名称 瞼胛犬型移設用上、県 3 補正をする者 事件との関係 出願人 氏名(名称) (517)  藤倉コ゛l・工業相(式
会ネ土4代理人 住所 東京都港区南青山−刊川;l ]酢1号5 補正
命令のl]伺(自発) (発送日)昭和   年   月   日Z補正の内容 (1)す」細■第4頁第2行 「柱」を「屋根」に訂正する。 (2)同第4頁下から第2行 「柱」を「柱に屋根」に訂正する。 (3)同第5頁第2行 1−するための」を「するだめ等の」に訂正する。 (4)同第7頁第9行 1−棟」を「棟部」に訂正する・ (5)  同第8頁第15行 「される。」を「された7、」に訂正する。 (6)  同第9負第1行 「変形」を「部分変形」に1正する。 (7)  同第月頁第4行 [−柱6の」を削除する、 (8)同第11頁第4行 「取(−1け」を「柱に取付け」に削正する。 (9)同第13員第12行 「棟Jを「棟部」に訂正する。 以上
Figure 1 is a plan view and front view of three examples (A), (B), and (C), which schematically show the roof structure of a lightweight large relocation shed according to the present invention. A plan view and a front view of the four roofs in Figure 1 (A) joined together, Figure 3 is a model diagram of the pillars when the roof is suspended from the pillars formed by expansion, and Figure 4. 2 are half and front explanatory views showing a large roof 1 similar to that shown in FIG. 2, with the center kept high so that mountain water, etc. can be drained from the surrounding area without accumulating on the roof V. J Chimitsu dJ' Yaki is a cylindrical air chamber 2' with a horizontal roof frame made of cloth materials, a cylindrical air chamber 2' with a water frame (horizontal air chamber 2), and a cylindrical air chamber 3 with a slanted frame. Contact part resident 3' - Similarly, unused resident of the contact part with the column 1
Waterproof cloth roof membrane 5 Supply/exhaust pipe connection 1'' 6 Cylindrical air chamber column made of airtight flexible fabric material 7 ・Shoes 8 Hat 9 ・ ・ ・ Slip 4
10 -... 1゛ La No.
11... Hanging rope 12.12' ・Both ends of hanging rope] 3... Searching for pillars 14... Hanging rope 15
,・Pile 16・・Roof search 17.17
′-・-Tension wire 18・・Strut 6I・・Diaphragm 62−・Air supply port 0; U・Air pipe 04.04′・・Fixing part between the hat and the pillar 05, (
U5' ・ ・ d secondhand item
71.71'... Pile O1 - Guide pulley special edition i1A person Fujikura Komu Kogyo Co., Ltd., ",:
, Representative Teru Akimoto\
. Tree size Figure 2 Figure 3 Procedural amendment (to the Patent Office Examiner) 1 Indication of the case 1988 Patent Application No. 56331-G2 Title of invention for relocation of eyelid dog type, prefecture 3 Case of person making amendment Relationship with Applicant Name (Name) (517) Fujikura Coll., Minister of Industry (Shiki Nei 4 agent address Minami-Aoyama-Kankawa, Minato-ku, Tokyo; 1] Vinegar 1 No. 5 Amendment Order 1) Inquiry (Voluntary) ) (Delivery date) Showa year, month, day Z Correction details (1) ``S'' page 4, line 2, ``column'' is corrected to ``roof.'' (2) Page 4, line 2 from the bottom, ``column'' is corrected. ``Pillars'' is corrected to ``pillars and roofs.'' (3) ``To do'' on page 5, line 2, 1 - is corrected to ``to do, etc.''. (4) Page 7, line 9, 1 of the same. - ridge" is corrected to ``ridge part." (5) Page 8, line 15, ``sareru.'' is corrected to ``sareru 7,''. (6) No. 9, negative line 1, ``transformed.'' ” to “partial transformation”. (7) Delete “-column 6” in line 4 of page 11. (8) Change “tori (-1 ke)” in line 4 of page 11 to “ (9) In the 13th member, line 12, “Building J is corrected to “Building”.

Claims (1)

【特許請求の範囲】[Claims] 気密百f撓性布拐の円筒気宇の屋根組に防水布の屋根膜
を取月けた大型軽11−の屋根を、その周縁部に配装置
しプこ小数の円筒気室杆または簡単に立て得る形式の柱
1・て固層すること庁く抱く状態で接し、か・つこの柱
の頂−ヒ附近に取付けだ滑車を介して吊索で、こね、を
巻くことにより床面から柱のはX頂上までの任意の高さ
に柱を吊持し、上記円節気室への給排気及び内圧制御装
置を)賄え、かつ強風に(mlえるだめの気室内圧を高
かくし、柱、屋イJI!等に適宜控え累あるい(1部分
補強を廁してなる軽肝大型移設用ヒ屋。
The roof of a large light vehicle is made of an airtight cylindrical airtight roof assembly made of 100F flexible cloth and a roof membrane of waterproof cloth is installed around its periphery, and a small number of cylindrical air chamber rods or easily erected. 1.To fix the column 1, hold it firmly in place, and attach it near the top of the column.By winding the rope with a suspension rope through a pulley, the column can be lifted from the floor. The pillar is suspended at an arbitrary height up to the top of A light-weight large-scale relocation unit with one part reinforced.
JP5633183A 1983-03-31 1983-03-31 Light weight large transfer shed Pending JPS59179947A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5633183A JPS59179947A (en) 1983-03-31 1983-03-31 Light weight large transfer shed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5633183A JPS59179947A (en) 1983-03-31 1983-03-31 Light weight large transfer shed

Publications (1)

Publication Number Publication Date
JPS59179947A true JPS59179947A (en) 1984-10-12

Family

ID=13024209

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5633183A Pending JPS59179947A (en) 1983-03-31 1983-03-31 Light weight large transfer shed

Country Status (1)

Country Link
JP (1) JPS59179947A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05262228A (en) * 1992-03-18 1993-10-12 Kawasaki Heavy Ind Ltd Structure of structural body

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05262228A (en) * 1992-03-18 1993-10-12 Kawasaki Heavy Ind Ltd Structure of structural body

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