JPH10110416A - Filling pressure reducing type membrane structural body - Google Patents

Filling pressure reducing type membrane structural body

Info

Publication number
JPH10110416A
JPH10110416A JP8264697A JP26469796A JPH10110416A JP H10110416 A JPH10110416 A JP H10110416A JP 8264697 A JP8264697 A JP 8264697A JP 26469796 A JP26469796 A JP 26469796A JP H10110416 A JPH10110416 A JP H10110416A
Authority
JP
Japan
Prior art keywords
bag
shape
structural
membrane
pressure
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
JP8264697A
Other languages
Japanese (ja)
Inventor
Ikuya Toda
郁也 戸田
Hiroshi Toyoda
宏 豊田
Yuko Kawahara
祐子 川原
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.)
Taiyo Kogyo Co Ltd
Original Assignee
Taiyo Kogyo Co 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 Taiyo Kogyo Co Ltd filed Critical Taiyo Kogyo Co Ltd
Priority to JP8264697A priority Critical patent/JPH10110416A/en
Publication of JPH10110416A publication Critical patent/JPH10110416A/en
Pending legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PROBLEM TO BE SOLVED: To widen an application range by compacting a filling substance in a bag body by pressure reduction of the bag body airtightly formed by means of a membrane material, and holding structural shape in accordance with desired shape. SOLUTION: A bag 2 having airtightness of arch shape, house shape, mountain shape or trapezoid shape is formed. The bag 2 is filled with lightweight powdery granules 3 such as e.g. low foam synthetic resin beads, the inside of the bag 2 is pressure-reduced, and the powdery granules 3 are compacted to form a membrane structural body. For instance, in the case where embankment protection construction is executed, the trapezoid shape bag 2 is filled with sand-bags, and the inside of the bag 2 is pressure-reduced to compact the sand-bags. Thereby strength of a structural element can be improved, quick construction is enabled and utilization can be performed in wide application.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えば仮設建造物
における柱や梁、あるいはアーチなどの構造要素として
好適であり、また土木工事などで土嚢的に機能させるの
に好適な構造体に関し、特に膜材を利用した膜構造体に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure suitable for use as a structural element such as a pillar, a beam, or an arch in a temporary building, and a structure suitable for functioning as a sandbag in civil engineering work. The present invention relates to a film structure using a film material.

【0002】[0002]

【従来の技術】例えばガラス繊維や合成樹脂繊維等で形
成した布にフッ素樹脂や塩化ビニール樹脂などのコーテ
ィング材をコーティングして形成される気密性のシート
材、あるいは合成樹脂材やゴム材を用いた気密性のシー
ト材に代表される膜材は、テント構造物として、あるい
はドーム構造物の屋根材用などとして広く用いられてい
る。しかしこれらは何れも柱や梁などの構造要素として
の利用ではない。膜材を構造要素として利用する例とし
ては、いわゆるチューブ構造(乃至膨らまし構造)があ
る。
2. Description of the Related Art For example, an airtight sheet material formed by coating a coating material such as a fluororesin or a vinyl chloride resin on a cloth made of glass fiber or synthetic resin fiber, or a synthetic resin material or a rubber material is used. A film material typified by an airtight sheet material has been widely used as a tent structure or a roof material for a dome structure. However, none of these are used as structural elements such as columns and beams. As an example of using a film material as a structural element, there is a so-called tube structure (or inflated structure).

【0003】チューブ構造は、膜材で所望形状に形成し
た袋を空気圧で膨らまして例えばアーチや梁などの形状
としたもので、空気圧によりその構造強度を発揮する。
そのため、例えば仮設構造物の構造要素などの構築を迅
速に行なうことができるという大きな利点があり、また
軽くて扱い易し、運搬の際には空気を抜くことで運搬が
容易となるなどの利点もある。したがって例えば緊急用
シェルターなどのように構築の迅速性を求められる仮設
構造物の構造要素として有用性が高い。ただ、空気圧に
よる構造強度には自ずから限界があり、また高い強度を
得るにはそれに応じて膜材の引っ張り強度を高める必要
があり大きなコストアップを伴うことになる。このため
可能な用途範囲が限られるという問題を残している。
[0003] The tube structure is obtained by inflating a bag formed of a film material into a desired shape by pneumatic pressure to form, for example, an arch or a beam, and exerts its structural strength by pneumatic pressure.
For this reason, for example, there is a great advantage in that the construction of the structural elements of the temporary structure can be quickly performed. In addition, there are advantages such as lightness and ease of handling, and ease of transportation by removing air when transporting. There is also. Therefore, it is highly useful as a structural element of a temporary structure requiring quick construction such as an emergency shelter. However, there is naturally a limit to the structural strength due to air pressure, and to obtain a high strength, it is necessary to increase the tensile strength of the film material accordingly, resulting in a large cost increase. For this reason, there remains a problem that the range of possible uses is limited.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記のよう
な仮設構造物などにおける構造要素としての膜材の有用
性に着目してなされたもので、膜材を利用した構造要素
についてその構造強度の向上を図り、膜材を構造要素に
利用することによる上記のような利点をより広い用途に
ついて活用できるようにすることを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the usefulness of a film material as a structural element in a temporary structure or the like as described above. It is an object of the present invention to improve strength and make it possible to utilize the above-mentioned advantages of using a film material as a structural element for a wider range of applications.

【0005】[0005]

【課題を解決するための手段】このような目的のために
本発明では、膜材を用いて気密に形成した所望形状の袋
と、この袋に充填された充填物とにより膜構造体を形成
するものとし、そして袋内の減圧により充填物を締め固
めることで袋の前記所望形状に応じた構造形状を保持さ
せるようにしている。
According to the present invention, for this purpose, a film structure is formed from a bag having a desired shape formed airtight using a film material and a filling material filled in the bag. Then, the packing is compacted by the reduced pressure in the bag to maintain the structural shape corresponding to the desired shape of the bag.

【0006】このような本発明による膜構造体は、充填
物が袋内の減圧により緊密に圧縮されて締め固められる
ことにより、構造強度を発揮する。このため空気圧によ
り構造強度を得る従来のチューブ構造に比べ、格段に大
きな構造強度を得ることができる。このことは膜材利用
の構造要素の用途範囲を広げることを可能とし、また構
造要素の断面サイズを小さくすることも可能とする。ま
た充填物の締め固めで構造強度を発揮する本発明の膜構
造体は、構造要素としての大きな強度を得るにも膜材自
体の強度は比較的小さなもので済む。つまり高強度化に
伴うコストアップを避けることができる。さらに本発明
による膜構造体は、これを形成するに際して充填物を袋
に充填するという作業が加わるものの、基本的にはチュ
ーブ構造における上記のような利点を発揮することが可
能である。したがって本発明の膜構造体によると、より
多様な仮設構造物などの構造要素について、構造要素の
迅速な構築が可能であるという利点や、軽くて扱い易
く、運搬も容易であるなどの利点を広く活用することが
でき、しかも断面サイズを小さくすることで、仮設構造
物などの使用効率などを高めることもできる。
[0006] Such a membrane structure according to the present invention exhibits structural strength because the packing is tightly compressed and compacted by the reduced pressure in the bag. For this reason, much higher structural strength can be obtained as compared with the conventional tube structure that obtains structural strength by air pressure. This makes it possible to widen the range of use of the structural element using the film material, and also to reduce the cross-sectional size of the structural element. Further, the membrane structure of the present invention, which exerts structural strength by compacting the filling material, requires a relatively small strength of the membrane material itself to obtain a large strength as a structural element. That is, it is possible to avoid an increase in cost due to the increase in strength. Further, the membrane structure according to the present invention can exert the above-mentioned advantages in the tube structure basically, although an operation of filling the bag into the bag is added when the membrane structure is formed. Therefore, according to the membrane structure of the present invention, for structural elements such as temporary structures, there is an advantage that the structural elements can be quickly constructed and an advantage that they are light, easy to handle, and easy to transport. It can be widely used, and by reducing the cross-sectional size, it is possible to increase the use efficiency of the temporary structure and the like.

【0007】上記のような膜構造体の充填物としては、
例えば合成樹脂ペレットやガラスビーズなどの粉粒体を
用いることができる。このような粉粒体を充填物に用い
ることは仮設構造物などの構造要素とする場合に特に適
している。
[0007] As the filler of the above membrane structure,
For example, a granular material such as a synthetic resin pellet or glass beads can be used. The use of such a granular material as a filler is particularly suitable for use as a structural element such as a temporary structure.

【0008】また上記のような膜構造体の充填物として
は、例えば土石を充填した土嚢のようなブロック物を用
いることができる。例えば土嚢を充填物とした膜構造体
は、多数の土嚢が一体的に構造強度を発揮することにな
り、土嚢を単に積み重ねるだけの場合に比べ、格段に大
きな防護能力を発揮することができ、緊急時の堤防防護
や土木工事での土石支持用などとして適している。
[0008] As a filler for the membrane structure as described above, for example, a block such as a sandbag filled with earth and stone can be used. For example, a membrane structure with sandbags as a filler, a large number of sandbags will exhibit structural strength in a unitary manner, and can exhibit a significantly greater protective capacity than simply stacking sandbags, It is suitable for embankment protection in emergencies and for supporting debris in civil engineering work.

【0009】[0009]

【実施の形態】以下、本発明の実施形態について説明す
る。図1に示すように、本発明の一実施形態による充填
減圧式の膜構造体1はアーチ形をとる。この膜構造体1
は、その断面を示す図2に見られるように、膜材でアー
チ形に形成した気密性のある袋2に例えば低発泡の合成
樹脂ビーズのような軽量な粉粒体3を充填し、それから
袋2の内部を減圧して粉粒体3を締め固めることで形成
する。粉粒体3の充填は、仮設構造物などの構築現場で
行なうようにすることも可能であるが、一般的には予め
工場加工などで行なうようにする。現場充填とする場合
には、適当な充填口を袋に設けておき、この充填口から
ホースなどを用いて粉粒体の充填を行なう。何れの場合
にも粉粒体の充填程度は緩めにし、減圧処理を加えない
状態では簡単に折り曲げたりすることができるようにす
るのが好ましい。一方、袋2の減圧は、袋2に設けてあ
る吸引口(図示せず)に構築現場で真空ポンプなどを接
続して行なう。このような膜構造体の構造強度は、主に
減圧程度と充填材の硬さ、それに充填材の締め固め性に
より与えられ、特に減圧程度が大きな比重を占め、真空
に近づけるほど大きな強度を得ることができる。
Embodiments of the present invention will be described below. As shown in FIG. 1, a membrane structure 1 of a pressure-reduction type according to an embodiment of the present invention has an arch shape. This membrane structure 1
As shown in FIG. 2 showing the cross section, an airtight bag 2 formed in an arch shape with a film material is filled with a light-weight granular material 3 such as a low-foaming synthetic resin bead, and then It is formed by depressurizing the inside of the bag 2 and compacting the powder 3. The filling of the granular material 3 can be performed at a construction site of a temporary structure or the like, but is generally performed in advance at a factory or the like. In the case of on-site filling, an appropriate filling port is provided in the bag, and the powder is filled from this filling port using a hose or the like. In any case, it is preferable that the degree of filling of the granular material is loosened so that the material can be easily bent without applying a reduced pressure treatment. On the other hand, decompression of the bag 2 is performed by connecting a vacuum pump or the like at a construction site to a suction port (not shown) provided in the bag 2. The structural strength of such a membrane structure is mainly given by the degree of decompression and the hardness of the filler, and the compaction property of the filler. In particular, the degree of decompression occupies a large specific gravity. be able to.

【0010】図3及び図4に示すのは、本発明の他の実
施形態による膜構造体11、12であり、図3の膜構造
体11は仮設建物などに用いることのできる家形乃至山
形の例で、図4の膜構造体12は仮設の橋などに利用で
きる梁形の例である。これらの膜構造体11、12も構
造形状の点を除いて上記実施形態と同様である。
FIGS. 3 and 4 show membrane structures 11 and 12 according to another embodiment of the present invention. The membrane structure 11 shown in FIG. 3 can be used in a temporary building or the like. In the example shown in FIG. 4, the membrane structure 12 shown in FIG. These film structures 11 and 12 are the same as in the above embodiment except for the structural shape.

【0011】本発明を堤防防護に用いる場合の一実施形
態では、図5に示すように、台形状とした膜構造体21
を堤防Tに沿って設置することになる。この膜構造体2
1は、台形状に形成した袋22に多数の土嚢23を詰め
込み、それから袋22の内部を減圧して土嚢23を締め
固めることで形成する。
In one embodiment in which the present invention is used for embankment protection, as shown in FIG.
Will be installed along the embankment T. This membrane structure 2
1 is formed by packing a large number of sandbags 23 into a trapezoid-shaped bag 22 and then depressurizing the inside of the bag 22 to compact the sandbag 23.

【0012】[0012]

【発明の効果】以上説明したように本発明によると、構
造要素の迅速な構築が可能であるという利点や、軽くて
扱い易く、運搬も容易であるなどの利点をもつ膜材利用
の構造要素について、その用途範囲を広げることができ
ると共に、その機能性をより高めることができる。
As described above, according to the present invention, a structural element utilizing a membrane material has advantages such as rapid construction of structural elements and advantages such as light weight, easy handling, and easy transportation. Can be used in a wider range of applications, and its functionality can be further enhanced.

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

【図1】一実施形態による膜構造体の斜視図。FIG. 1 is a perspective view of a membrane structure according to one embodiment.

【図2】図1中のSA−SA線に沿う断面図。FIG. 2 is a sectional view taken along the line SA-SA in FIG.

【図3】他の実施形態による膜構造体の側面図。FIG. 3 is a side view of a film structure according to another embodiment.

【図4】さらに他の実施形態による膜構造体の側面図。FIG. 4 is a side view of a film structure according to still another embodiment.

【図5】堤防防護に用いる膜構造体の一実施形態を模式
化して示す断面図。
FIG. 5 is a cross-sectional view schematically illustrating an embodiment of a membrane structure used for bank protection.

【符号の説明】[Explanation of symbols]

1,11,12,21 膜構造体 2,22 袋 3 粉粒体(充填物) 23 土嚢(充填物) 1,11,12,21 Membrane structure 2,22 bags 3 Granules (fill) 23 Sandbags (fill)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 膜材を用いて気密に形成した所望形状の
袋と、この袋に充填された充填物とからなる膜構造体で
あって、袋内の減圧により充填物を締め固めることで袋
の前記所望形状に応じた構造形状を保持させるようにし
てなることを特徴とする充填減圧式の膜構造体。
1. A film structure comprising a bag having a desired shape formed airtight using a film material and a filling material filled in the bag, wherein the filling material is compacted by reducing the pressure in the bag. A film structure of a filling and depressurizing type, wherein a structure shape according to the desired shape of the bag is maintained.
【請求項2】 充填物が粉粒体である請求項1に記載の
膜構造体。
2. The membrane structure according to claim 1, wherein the filler is a granular material.
【請求項3】 充填物が土嚢のようなブロック物である
請求項1に記載の膜構造体。
3. The membrane structure according to claim 1, wherein the filler is a block such as a sandbag.
JP8264697A 1996-10-04 1996-10-04 Filling pressure reducing type membrane structural body Pending JPH10110416A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8264697A JPH10110416A (en) 1996-10-04 1996-10-04 Filling pressure reducing type membrane structural body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8264697A JPH10110416A (en) 1996-10-04 1996-10-04 Filling pressure reducing type membrane structural body

Publications (1)

Publication Number Publication Date
JPH10110416A true JPH10110416A (en) 1998-04-28

Family

ID=17406939

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8264697A Pending JPH10110416A (en) 1996-10-04 1996-10-04 Filling pressure reducing type membrane structural body

Country Status (1)

Country Link
JP (1) JPH10110416A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7669727B2 (en) 2003-09-04 2010-03-02 Millipore Corporation Bag support system
EP2404714A1 (en) * 2010-05-18 2012-01-11 Deutsches Zentrum für Luft- und Raumfahrt e.V. Variable form, reconfigurable structure element with switchable rigidity and robot arm with such a structure element

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7669727B2 (en) 2003-09-04 2010-03-02 Millipore Corporation Bag support system
EP2404714A1 (en) * 2010-05-18 2012-01-11 Deutsches Zentrum für Luft- und Raumfahrt e.V. Variable form, reconfigurable structure element with switchable rigidity and robot arm with such a structure element

Similar Documents

Publication Publication Date Title
US6463699B1 (en) Air beam construction using differential pressure chambers
CN107756385B (en) Variation rigidity software driver, software arm and software platform based on blocking mechanism
US10006581B2 (en) Method for producing a vacuum insulating body
CA2570532A1 (en) A prefabricated shelter
CN104131639B (en) Inflated type reticulated shell-string structure
WO1991006746A1 (en) A method of sealing an opening
JPH10110416A (en) Filling pressure reducing type membrane structural body
CA2195548A1 (en) Flexible Material for Use in an Inflatable Structure
US6547492B1 (en) Inflatable mine support
US3050334A (en) Foldable roof for motor vehicles
CN102561682A (en) High-strength inflatable air sac for cast-in-place concrete hollow floor and production method for high-strength inflatable air sac
CN203334243U (en) Movable tubular dam system capable of being used repeatedly
US3059656A (en) Inflatable plastic structure
US3223759A (en) Method of fabricating structures
WO1994019231A1 (en) Anchoring device for floating structures and floating structure
CN103141337B (en) Double-membrane airtight full-daylighting greenhouse
CN1875160A (en) Pneumatic two-dimensional structure
CN109184788A (en) The working face corner gas plugging device of Telescopic folding
CN214885562U (en) Closed impact-resistant bolt
CN100347385C (en) Structural component capable of filling gas and liquid
JPH04149380A (en) Air dome suitable for temporary use
FR2631278A1 (en) Deformable flexible mould
JPH0624220A (en) Coupling type awning
RU2225328C2 (en) Method and device for forming lifting force
JP4533794B2 (en) Method for manufacturing buffer for disposal of radioactive waste

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040120

A02 Decision of refusal

Effective date: 20040713

Free format text: JAPANESE INTERMEDIATE CODE: A02