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JP4152299B2 - Composite tube material for water expansion body continuous artificial weir and watertight long tube composite containing the same - Google Patents
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JP4152299B2 - Composite tube material for water expansion body continuous artificial weir and watertight long tube composite containing the same - Google Patents

Composite tube material for water expansion body continuous artificial weir and watertight long tube composite containing the same Download PDF

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JP4152299B2
JP4152299B2 JP2003370474A JP2003370474A JP4152299B2 JP 4152299 B2 JP4152299 B2 JP 4152299B2 JP 2003370474 A JP2003370474 A JP 2003370474A JP 2003370474 A JP2003370474 A JP 2003370474A JP 4152299 B2 JP4152299 B2 JP 4152299B2
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resin
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JP2004197552A (en
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俊也 狩野
学 井本
俊一 小田
和夫 宮崎
健二 加藤
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Hiraoka and Co Ltd
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本発明は、水害対策用に用いられる水膨張体連続人工堰用複合チューブ部材並びにそれを含む水密性長尺チューブ複合体に関するものである。より詳しく述べるならば、本発明は、台風、集中豪雨などによる河川氾濫、高潮による沿岸水位上昇などを始めとする緊急性を必要とする水位警戒、あるいは慢性的に浸水し易い住宅地域、調整池近隣区域などの冠水対策に対し、平常時はコンパクトに収納保管される軽量の人工堰部材を、現地で構築する水注入式膨張チューブ状連続人工堰に有用な2重円筒構造の複合チューブ材料、並びにそれを含む水密性長尺チューブ複合体に関するものである。   The present invention relates to a composite tube member for a water expansion body continuous artificial weir used for measures against water damage and a watertight long tube composite including the composite tube member. More specifically, the present invention relates to water level warnings that require urgency such as river flooding due to typhoons, torrential rains, coastal water level rises due to storm surges, etc. A composite tube material with a double-cylindrical structure that is useful for a water-injected expansion tubular continuous artificial weir constructed locally, with a light-weight artificial weir member that is normally stored compactly for flooding countermeasures in nearby areas, etc. In addition, the present invention relates to a watertight long tube composite containing the same.

従来、台風、集中豪雨などによる河川氾濫、高潮による沿岸水位上昇、慢性的に浸水し易い住宅地域、調整池近隣区域などの冠水対策には緊急性を要することから土嚢積みと防水シートとの併用によって急場を凌ぐことが一般的であった。しかし、これらの土嚢積みには大量の土嚢と大勢の人の力作業を必要とするばかりでなく、風雨に曝されての土嚢作りと土嚢積みは作業が雑になること、さらに不特定多数の人間が各所でバラバラの作業を行うことで、作業に時間を掛けた割には出来上がった土嚢壁に欠陥や不備を伴うことが少なくなかった。元来土嚢による止水は元々建造物として存在した堤防堰の決壊部分の応急補修措置や、家屋玄関、ビルの地下入り口、地下鉄入り口などの小規模構造物の止水に有効なもので、広範囲区域の冠水対策には不適切な手段であった。   Conventionally, sandbags and waterproof sheets are used in combination with river flooding due to typhoons, heavy rains, coastal water level rise due to storm surges, residential areas that are chronically inundated, and flooding countermeasures such as areas near adjustment ponds. It was common to surpass the rapid. However, these sandbags not only require a large amount of sandbags and the work of many people, but also make sandbags and sandbags that are exposed to the wind and rain, and the work is complicated. As humans worked apart in various places, the sandbag wall was often accompanied by defects and deficiencies, despite the time spent on the work. Water stoppage using sandbags is effective for emergency repairs to the breakage of the dike weir that originally existed as a building, as well as water stoppages for small structures such as house entrances, underground building entrances, and subway entrances. It was an inappropriate measure for flooding in the area.

従来の土嚢の改良として特開2001−73337号公報(特許文献1)では、水害現場での洪水をビニール袋に注水して即席土嚢を調達するのに適した土嚢型水袋、及び飲料水貯蔵や火災消火用を兼用とする土嚢型水袋の考案が行なわれているが、しかしこの考案によるビニール袋詰めの水土嚢では降雨の中で濡れて滑り易い、変形して持ち難い、破れ易いなど実用性に問題があり、しかも従来の土嚢と同様、広範囲区域の水害対策用には不適切な材料であり、この問題の解決には現地持ち込みが容易で、しかも短時間で遮水堰を構築可能な材料とそのシステムが必要であった。本発明の技術分野とは分野が異なるが、ホース状水チューブの例として、特開平07−292650号公報(特許文献2)及び特開平07−292651号公報(特許文献3)の土木分野において、多数のホース状水袋を軟弱地盤上に並設し、さらにこの上に多段にホース状水袋を構成し、これらのホース状水袋に注水して水載荷重を掛ける軟弱地盤の締固め工法が提案されている。これらのホース状水袋は特許文献2及び特許文献3の目的からして多重積上使用するもので、横に繋げて使用するための連結機能は有していない。また仮に、これらのホース状水袋を遮水堰に用いたとしても、膨圧による形態安定性に乏しく、また、表面が滑り易いため設置安定性を欠くものであると同時に突起物との衝突によって破裂するなどの問題点を有していた。   As an improvement of conventional sandbags, Japanese Patent Laid-Open No. 2001-73337 (Patent Document 1) discloses a sandbag-type water bag suitable for procuring instant sandbags by pouring floods at a flood damage site into a plastic bag, and drinking water storage A sandbag type water bag that is also used for fire extinguishing and fire extinguishing has been devised, but a water bag filled with a plastic bag by this device is wet and slippery in the rain, it is difficult to hold and deform, etc. There is a problem in practical use, and, like conventional sandbags, it is an inappropriate material for flood control in a wide area. Possible materials and systems were needed. Although the field is different from the technical field of the present invention, as an example of a hose-like water tube, in the civil engineering field of JP 07-292650 A (Patent Document 2) and JP 07-292651 A (Patent Document 3), A compact ground compaction method in which a large number of hose-like water bags are arranged side by side on a soft ground, and further, a hose-like water bag is constructed in multiple stages on top of this, and water is poured into these hose-like water bags to apply a water load. Has been proposed. These hose-shaped water bags are used for multiple products for the purposes of Patent Document 2 and Patent Document 3, and do not have a connecting function for connecting them sideways. Even if these hose-like water bags are used for the impervious weir, they have poor shape stability due to bulging pressure, and the surface is slippery, so that installation stability is lacking and at the same time collision with protrusions. It had a problem such as bursting.

特開2001−73337号公報、第1〜3頁、1〜3図Japanese Patent Laid-Open No. 2001-73337, pages 1 to 3, FIG. 1 to 3 特開平07−292650号公報、第2〜4頁、1〜5図Japanese Patent Application Laid-Open No. 07-292650, pages 2 to 4, FIGS. 1 to 5 特開平07−292651号公報、第2〜3頁、1〜3図Japanese Patent Application Laid-Open No. 07-292651, pages 2-3, 1-3 特開2000−226824号公報、第1〜2頁、1〜3図Japanese Patent Laid-Open No. 2000-226824, pages 1-2, 1-3

本発明は、上記従来技術の課題であった緊急性を要する水害対策に対し、平常時には収納保管される軽量の人工堰システム部材を水害予測域で構築することができる水注入膨張チューブ状連続人工堰システムに有用な複合チューブ材料、並びにそれを含む水密性長尺チューブ複合体を提供することを課題とするものである。また本発明は構築と撤収が容易で、しかも耐突起物衝突性にも優れ、しかも水膨張体連続人工堰として繰り返し使用が可能な水密性長尺チューブ複合体、及びそれに有用な複合チューブ材料を提供しようとするものである。   The present invention is a water injection / expansion tubular continuous artificial manipulator that can construct a lightweight artificial weir system member that is normally stored and stored in a flood damage prediction area, in response to the urgent flood damage countermeasure that was a problem of the prior art. It is an object of the present invention to provide a composite tube material useful for a weir system and a watertight long tube composite containing the composite tube material. In addition, the present invention provides a watertight long tube composite that is easy to construct and withdraw, has excellent impact resistance against protrusions, and can be repeatedly used as a water expansion body continuous artificial weir, and a composite tube material useful therefor. It is something to be offered.

上記課題を解決すべく耐突起物衝突性に優れた長尺人工堰用の注水チューブの研究、検討を重ねた結果、両端に連結構造を有する遮水ターポリン内膜層と透水メッシュ外膜層とからなる2重構造長尺チューブ複合体と、これに注水して得た水密性長尺チューブ膨張体が、緊急性を要する水害対策に使用する連続人工堰の構成部材として最適であること、さらに耐突起物衝突性に優れて繰り返し使用が可能であることを見出して本発明を完成させるに至った。   As a result of repeated research and examination of a water injection tube for a long artificial weir excellent in protrusion-proof collision resistance to solve the above problems, a water-blocking tarpaulin inner membrane layer and a permeable mesh outer membrane layer having a connection structure at both ends A double-structure long tube composite comprising the above and a watertight long tube expansion body obtained by pouring water into the composite are optimal as constituent members of a continuous artificial weir used for urgent water damage countermeasures, The present invention has been completed by finding that the projection collision resistance is excellent and can be used repeatedly.

本発明の水膨張体連続人工堰用複合チューブ材料(以下、本発明の複合チューブ材料と記す)は、(a).繊維布帛を基布として含み、その両面の全面に熱可塑性樹脂及びエラストマーの少なくとも1種を含む樹脂被覆層が形成され、500N/3cm以上の引張破壊強度を有するチューブ状遮水ターポリン膜材層と、(b).繊維糸条により形成された目空き織編物からなる基布と、その繊維糸条の露出表面の全面を被覆している熱可塑性樹脂層とを含み、かつ500N/3cm以上の引張破壊強度を有する透水メッシュシート層とを含み、前記遮水ターポリン膜材層(a)の外周面を、前記透水メッシュシート層が、接着することなく包囲被覆して、2重円筒構造を形成していることを特徴とするものである。
本発明の複合チューブ材料において、前記遮水ターポリン膜材層の樹脂被覆層が、塩化ビニル樹脂、ポリウレタン系エラストマー樹脂、ポリエステル系エラストマー樹脂、スチレン系エラストマー樹脂、ポリアミド系エラストマー樹脂、エチレン−α−オレフィン共重合体樹脂、エチレン−酢酸ビニル共重合体樹脂、エチレン−(メタ)アクリル酸(エステル)共重合体樹脂、ポリプロピレン系樹脂、リアクタ−PPアロイ樹脂、及び熱可塑性ゴムから選ばれた少なくとも1種により形成されていることが好ましい。
本発明の複合チューブ材料において、前記遮水ターポリン膜材層において、前記基布とその上に形成された熱可塑性樹脂層との積層体が、2層以上に積層結着されていてもよい。
本発明の複合チューブ材料において、前記透水メッシュシート層が、5〜50%の空隙率を有することが好ましい。
本発明の複合チューブ材料において、前記透水メッシュシート層の熱可塑性樹脂層が、塩化ビニル系樹脂、ポリウレタン系樹脂、ポリエステル系樹脂、酢酸ビニル系共重合体樹脂及びアクリル系共重合体樹脂から選ばれた少なくとも1種からなる熱可塑性樹脂を含むことが好ましい。
本発明の水密性長尺チューブ複合体は、前記本発明の複合チューブ材料からなる長尺チューブ部材と、その両末端に装着されている連結遮水部材とを有する長尺チューブ複合体であって、前記連結遮水部材が、遮水手段と、他の長尺チューブ複合体の連結遮水部材に結合する連結手段とを有し、この長尺チューブ複合体が、それにポンプ注水することにより水密性長尺チューブ膨張体に転換し得ることを特徴とするものである。
The composite tube material for a water expansion body continuous artificial weir of the present invention (hereinafter referred to as the composite tube material of the present invention) is (a). A tubular water-impervious tarpaulin membrane material layer comprising a fiber fabric as a base fabric, a resin coating layer containing at least one of a thermoplastic resin and an elastomer is formed on both surfaces of the fabric, and having a tensile fracture strength of 500 N / 3 cm or more; , (B). It includes a base fabric made of open woven or knitted fabric formed from fiber yarns, and a thermoplastic resin layer covering the entire exposed surface of the fiber yarns, and has a tensile fracture strength of 500 N / 3 cm or more. A water permeable mesh sheet layer, and the water permeable tarpaulin film material layer (a) is surrounded and covered by the water permeable mesh sheet layer without adhering to form a double cylindrical structure. It is a feature.
In the composite tube material of the present invention, the resin coating layer of the water-blocking tarpaulin film material layer is made of vinyl chloride resin, polyurethane-based elastomer resin, polyester-based elastomer resin, styrene-based elastomer resin, polyamide-based elastomer resin, ethylene-α-olefin. At least one selected from a copolymer resin, an ethylene-vinyl acetate copolymer resin, an ethylene- (meth) acrylic acid (ester) copolymer resin, a polypropylene resin, a reactor-PP alloy resin, and a thermoplastic rubber It is preferable that it is formed by.
In the composite tube material of the present invention, in the water shielding tarpaulin film material layer, a laminate of the base fabric and the thermoplastic resin layer formed thereon may be laminated and bonded in two or more layers.
In the composite tube material of the present invention, it is preferable that the water-permeable mesh sheet layer has a porosity of 5 to 50%.
In the composite tube material of the present invention, the thermoplastic resin layer of the water permeable mesh sheet layer is selected from a vinyl chloride resin, a polyurethane resin, a polyester resin, a vinyl acetate copolymer resin, and an acrylic copolymer resin. It is also preferable to include at least one thermoplastic resin.
The watertight long tube composite of the present invention is a long tube composite having a long tube member made of the composite tube material of the present invention and a connected water-impervious member attached to both ends thereof. The connection water-impervious member has a water-impervious means and a connection means coupled to a connection water-impervious member of another long tube composite, and the long tube composite is watertight by pumping water into it It is characterized by being able to be converted into a long tube expanding body.

本発明の水膨張体連続人工堰用複合チューブ材料からなる水密性長尺チューブ複合体は、遮水ターポリン内膜層と透水メッシュ外膜層とからなる2重構造の長尺チューブとすることによって、膨圧安定性と設置安定効果とに優れ、優れた遮水、堰止効果を発揮するため、緊急性を要する水害対策に対し極めて有用であると同時に、繰り返し使用もできる耐突起物衝突性を有しているため、極めて実用性の高い堰止用材料である。   The water-tight long tube composite made of the composite tube material for a water expansion body continuous artificial weir of the present invention is a long tube having a double structure comprising a water-blocking tarpaulin inner membrane layer and a water-permeable mesh outer membrane layer. In addition, it has excellent inflation pressure stability and installation stability effect, and exhibits excellent water shielding and damming effects, so it is extremely useful for urgent water damage countermeasures, and at the same time it can be used repeatedly, and it can be used repeatedly. Therefore, it is a highly practical damming material.

本発明の水膨張体連続人工堰用の複合チューブ材料は、遮水ターポリン膜材層と、その外面全面に接して被覆保護する透水メッシュシート層とを有する2重円筒構造の複合チューブ材料の両末端に、末端を封止する連結用成形部材が装着された長尺チューブ複合体を複数一体化して構成されるものである。個々の長尺チューブ複合体は、注水することにより水密性長尺チューブ膨張体に転換し得るものである。   The composite tube material for a water expansion body continuous artificial weir of the present invention is a composite tube material having a double cylindrical structure having a water-impervious tarpaulin membrane material layer and a water-permeable mesh sheet layer that covers and protects the entire outer surface. A plurality of long tube composites each having a connecting member that seals the ends are integrated at the ends. Each long tube composite can be converted into a watertight long tube expansion body by pouring water.

本発明の人工堰の長尺チューブ複合体に使用される複合チューブ材料の遮水ターポリン膜材層には、繊維布帛を基布として含み、その両面全面に熱可塑性樹脂層が形成された引張破壊強度500N/3cm以上の膜材を用いることができる。繊維布帛を構成する繊維糸条には、合成繊維(例えば、ポリプロピレン繊維、ポリエチレン繊維、ビニロン繊維、ポリエステル繊維、芳香族ポリエステル繊維、ナイロン繊維、芳香族ポリアミド繊維、アクリル繊維、ポリウレタン繊維)、半合成繊維(例えば、レーヨン、アセテート)、及び無機繊維(例えば、ガラス繊維、シリカ繊維、アルミナ繊維、炭素繊維)などを用いることができるが、ターポリン膜材に用いる基布としては特にポリエステル繊維、ポリプロピレン繊維、ナイロン繊維、ビニロン繊維、及び芳香族ポリアミド繊維から選ばれた1種以上を含む基布であることが耐久強度に優れ好ましい。   The water barrier tarpaulin membrane material layer of the composite tube material used in the long tube composite of the artificial weir of the present invention includes a fiber fabric as a base fabric, and a tensile fracture in which a thermoplastic resin layer is formed on the entire surface of both sides A film material having a strength of 500 N / 3 cm or more can be used. Synthetic fiber (for example, polypropylene fiber, polyethylene fiber, vinylon fiber, polyester fiber, aromatic polyester fiber, nylon fiber, aromatic polyamide fiber, acrylic fiber, polyurethane fiber), semi-synthetic Fibers (for example, rayon, acetate) and inorganic fibers (for example, glass fiber, silica fiber, alumina fiber, carbon fiber) can be used, but polyester fiber and polypropylene fiber are particularly suitable as the base fabric used for the tarpaulin film material. A base fabric containing at least one selected from nylon fibers, vinylon fibers, and aromatic polyamide fibers is preferred because of its excellent durability.

これらの繊維糸条はモノフィラメント糸、マルチフィラメント糸、短繊維紡績糸、スプリット糸などの形態で使用できるが、中でも特に繊度500〜3500dtex、特に1000〜2500dtexのマルチフィラメント糸条であることが耐水圧強度とクリープ強度の観点において好ましい。また繊維布帛はこれらの糸条を経糸及び緯糸として空隙率(基布面積に対する目抜け部分の面積の比率)20%以下、特に10%以下の繊維布帛が好ましい。空隙率が20%を超えると遮水ターポリン膜材に水圧歪みを生じ易くなり、連続人工堰に隙間を発生させることがある。   These fiber yarns can be used in the form of monofilament yarns, multifilament yarns, short fiber spun yarns, split yarns, etc. Among them, the multifilament yarns having a fineness of 500 to 3500 dtex, particularly 1000 to 2500 dtex are particularly preferred. It is preferable from the viewpoint of strength and creep strength. The fiber fabric is preferably a fiber fabric having these yarns as warp and weft and having a porosity (ratio of the area of the stitched portion to the base fabric area) of 20% or less, particularly 10% or less. When the porosity exceeds 20%, water pressure distortion tends to occur in the water-impervious tarpaulin film material, and a gap may be generated in the continuous artificial weir.

また繊維布帛は、織布、編布、及びこれらの樹脂含浸布のいずれでもよく、織布としては平織、綾織、繻子織などが挙げられるが、特に平織織布を用いることが得られる遮水ターポリン膜材の経・緯方向の耐水圧強度バランスと伸度バランスに優れ好ましい。また、膜材の引裂強力の観点においてはラッセル編布を用いることが好ましく、更に膜材の耐水圧強度及び耐突起物衝突性の観点からは基布に3軸織物、4軸織物などの多軸織物を使用することが好ましい。   The fiber fabric may be any of woven fabric, knitted fabric, and these resin-impregnated fabrics. Examples of the woven fabric include plain weave, twill weave, and satin weave. The tarpaulin film material is preferably excellent in the balance of water pressure strength and elongation in the warp / longitudinal direction. Further, it is preferable to use a raschel knitted fabric from the viewpoint of the tear strength of the membrane material. Furthermore, from the viewpoint of the water pressure resistance of the membrane material and the impact resistance against protrusions, the base fabric may be a triaxial woven fabric or a multiaxial woven fabric. It is preferable to use a shaft fabric.

遮水ターポリン膜材は上記繊維布帛基布の両面を完全被覆して熱可塑性樹脂及びエラストマーの少なくとも1種を含む樹脂被覆層を形成したものであり、樹脂被覆層の形成は繊維布帛基布質量に対し50〜500質量%、好ましくは100〜300質量%である。樹脂被覆層はi).熱可塑性樹脂又はエラストマーの1種以上を含む組成物のコーティングまたはディッピング、ii).熱可塑性樹脂及びエラストマーの少なくとも1種を含む組成物フィルムのラミネート、iii).前出iとiiとの併用などの方法によって形成することができる。熱可塑性樹脂としては、汎用性と加工の自在性の観点において軟質ポリ塩化ビニル系樹脂が最も好ましく使用できる。ポリ塩化ビニル系樹脂としては、ポリ塩化ビニル樹脂、及び塩化ビニルモノマーと共重合可能な他のモノマー、例えばエチレン、酢酸ビニル、塩化ビニリデン、(メタ)アクリル酸、(メタ)アクリル酸エステルなどのモノマーとの共重合体樹脂、その他、ウレタングラフトポリ塩化ビニル樹脂などである。また、ポリ塩化ビニル樹脂はペースト塩ビ(コーティング、ディッピング用)、またはストレート塩ビ(フィルム成形用)が使用でき、これらは可塑剤を配合して軟質化したものである。可塑剤としてはフタル酸エステル系、脂肪族エステル系、塩素化パラフィン系、ポリエステル系、高分子可塑剤(商標:エルバロイ/三井デュポン・ポリケミカル(株))などの公知のものが使用できる。可塑剤の配合量は任意に設定でき、本発明においてはポリ塩化ビニル樹脂100質量部に対し30〜100質量部の配合が特に好ましい。またポリ塩化ビニル樹脂には、脂肪酸Ca系、脂肪酸Zn系、有機Sn系、Ba−Zn複合系、エポキシ系、ハイドロタルサイト系などの公知の安定剤を含む、さらに有機系顔料、無機系顔料、金属粉末などの公知の着色剤、ベンゾトリアゾール系化合物、ベンゾフェノン系化合物、HALS系化合物、ヒンダードフェノール系化合物、ビタミンE系化合物などの公知の耐候安定剤などを配合した組成物であることが好ましく、必要に応じてさらに臭素系化合物、三酸化アンチモン、水酸化アルミニウムなどの公知の難燃剤、炭酸カルシウム、硫酸バリウムなどの公知の充填剤、その他、防黴剤、硬化剤、帯電防止剤、滑剤、粘度調整剤などの公知のプラスチック用添加剤を任意に配合することができる。   The water-impervious tarpaulin film material is obtained by completely covering both sides of the above-mentioned fiber cloth base fabric to form a resin coating layer containing at least one of a thermoplastic resin and an elastomer. The formation of the resin coating layer is based on the mass of the fiber fabric base fabric. It is 50-500 mass% with respect to this, Preferably it is 100-300 mass%. The resin coating layer is i). Coating or dipping of a composition comprising one or more of a thermoplastic resin or elastomer, ii). A laminate of a composition film comprising at least one of a thermoplastic resin and an elastomer, iii). It can be formed by a method such as the combined use of i and ii. As the thermoplastic resin, a soft polyvinyl chloride resin is most preferably used from the viewpoint of versatility and processability. Polyvinyl chloride resins include polyvinyl chloride resins and other monomers copolymerizable with vinyl chloride monomers, such as ethylene, vinyl acetate, vinylidene chloride, (meth) acrylic acid, (meth) acrylic acid esters, etc. Copolymer resin, urethane grafted polyvinyl chloride resin and the like. As the polyvinyl chloride resin, paste vinyl chloride (for coating and dipping) or straight vinyl chloride (for film molding) can be used, and these are softened by adding a plasticizer. As the plasticizer, known ones such as phthalate ester, aliphatic ester, chlorinated paraffin, polyester, and polymer plasticizer (trade name: Elvalloy / Mitsui DuPont Polychemical Co., Ltd.) can be used. The blending amount of the plasticizer can be arbitrarily set. In the present invention, the blending amount of 30 to 100 parts by mass is particularly preferable with respect to 100 parts by mass of the polyvinyl chloride resin. In addition, the polyvinyl chloride resin contains known stabilizers such as fatty acid Ca-based, fatty acid Zn-based, organic Sn-based, Ba-Zn composite-based, epoxy-based, hydrotalcite-based, and also organic pigments and inorganic pigments And a known colorant such as metal powder, a known weathering stabilizer such as a benzotriazole compound, a benzophenone compound, a HALS compound, a hindered phenol compound, and a vitamin E compound. Preferably, known flame retardants such as bromine compounds, antimony trioxide, aluminum hydroxide, known fillers such as calcium carbonate and barium sulfate, and other antifungal agents, curing agents, antistatic agents, if necessary Known additives for plastics such as lubricants and viscosity modifiers can be arbitrarily blended.

本発明に使用する遮水ターポリン膜材は、繊維布帛に、i).ペースト塩ビ組成物ゾルをコーティング法、ディッピング法などにより付着させ、これを加熱ゲル化して熱可塑性樹脂層を形成したもの。ii).ストレート塩ビ組成物をカレンダー法、T−ダイス押出法、インフレーション法などで溶融成形したフィルムを熱または接着剤で積層したもの。iii).ペースト塩ビ組成物ゾルをコーティング法、ディッピング法などにより付着させ、これを加熱ゲル化して熱可塑性樹脂被覆層を形成し、この表面上にストレート塩ビ組成物をカレンダー法、T−ダイス押出法、インフレーション法などで溶融成形した熱可塑性樹脂フィルムを熱ラミネート積層したものとして得ることができるが、本発明においては耐水圧強度及び耐突起物衝突性の観点から特にi)、iii)の方法で得られるものが適して好ましい。   The water-impervious tarpaulin film material used in the present invention is applied to a fiber fabric, i). A paste in which a vinyl chloride composition sol is attached by a coating method, a dipping method, etc., and this is gelled by heating to form a thermoplastic resin layer. ii). A film obtained by laminating a straight PVC composition by a calender method, a T-die extrusion method, an inflation method, or the like with heat or an adhesive. iii). Paste PVC composition sol is attached by coating method, dipping method, etc., and this is heated and gelled to form a thermoplastic resin coating layer, and the straight PVC composition is calendered, T-die extrusion method, inflation on this surface It can be obtained as a laminate of a thermoplastic resin film melt-molded by the method etc., but in the present invention, it can be obtained by the methods i) and iii) particularly from the viewpoint of water pressure strength and protrusion collision resistance. Those are suitable and preferred.

また特に焼却廃棄時にハロゲン化水素ガスを排出しない設計が所望される場合においては、樹脂被覆層の形成のためにポリウレタン系エラストマー、ポリエステル系エラストマー、スチレン系エラストマー、ポリアミド系エラストマー、エチレン−α−オレフィン共重合体樹脂、エチレン−酢酸ビニル共重合体樹脂、エチレン−(メタ)アクリル酸(エステル)共重合体樹脂、プロピレン系樹脂、リアクタ−PPアロイ、熱可塑性ゴムなど、及びこれらの樹脂ブレンドなどを使用することができる。中でも特にハロゲン非含有設計の遮水ターポリンとして、繊維布帛にポリウレタン樹脂溶液(水分散型、有機溶剤可溶型)をコーティング法、ディッピング法などにより付着させ、これを乾燥して熱可塑性樹脂層を形成し、この表面上に、ポリウレタン系エラストマー組成物をカレンダー法、T−ダイス押出法、インフレーション法などで溶融成形したエラストマー樹脂フィルムを熱ラミネート積層して得られるものが耐水圧強度と耐久性の観点から最も好ましい。これらの熱可塑性樹脂には、着色剤、難燃剤、充填剤、滑剤、耐候安定剤、防黴剤などの公知のプラスチック用添加剤を任意配合して用いることができる。   In particular, when a design that does not discharge hydrogen halide gas at the time of incineration is desired, polyurethane-based elastomers, polyester-based elastomers, styrene-based elastomers, polyamide-based elastomers, ethylene-α-olefins are used to form resin coating layers. Copolymer resins, ethylene-vinyl acetate copolymer resins, ethylene- (meth) acrylic acid (ester) copolymer resins, propylene resins, reactor PP alloys, thermoplastic rubbers, and blends of these resins. Can be used. In particular, as a water-blocking tarpaulin with a halogen-free design, a polyurethane resin solution (water-dispersed type, organic solvent-soluble type) is attached to the fiber fabric by a coating method, a dipping method, etc., and dried to form a thermoplastic resin layer. It is formed on this surface by heat laminating an elastomer resin film obtained by melt molding a polyurethane elastomer composition by a calendering method, a T-die extrusion method, an inflation method or the like. Most preferable from the viewpoint. In these thermoplastic resins, known additives for plastics such as colorants, flame retardants, fillers, lubricants, weathering stabilizers, antifungal agents and the like can be arbitrarily blended and used.

本発明に用いる遮水ターポリンの引張破壊強度は、500N/3cm(経糸方向、緯糸方向)、特に1000N/3cm(経糸方向、緯糸方向)以上を有することが好ましい。引張破壊強度が500N/3cm(経糸方向、緯糸方向)未満では、注水圧または水載荷重で水密性長尺チューブ状膨張体、またはその接合部が破壊する心配があり、信頼性と安全性との観点から本発明の遮水堰に使用することは不適切である。またより高い耐突起物衝突性を得るために基布を2層以上使用し、樹脂被覆層/基布/樹脂被覆層/基布/樹脂被覆層として引張破壊強度を1000N/3cm(経糸方向、緯糸方向)としたものであってもよい。   The tensile breaking strength of the water-impervious tarpaulin used in the present invention is preferably 500 N / 3 cm (warp direction, weft direction), particularly 1000 N / 3 cm (warp direction, weft direction) or more. If the tensile fracture strength is less than 500 N / 3 cm (warp direction, weft direction), there is a concern that the watertight long tubular expansion body or its joint may be broken by water injection pressure or water load. From the viewpoint of the above, it is inappropriate to use the impermeable weir of the present invention. Further, in order to obtain higher protrusion impact resistance, two or more base fabrics are used, and the tensile fracture strength is 1000 N / 3 cm (warp direction, as resin coating layer / base fabric / resin coating layer / base fabric / resin coating layer). (Weft direction) may be used.

本発明の水膨張体連続人工堰に用いる水密性長尺チューブ複合体を構成する複合チューブ材料は、上記遮水ターポリン膜材を長手方向に使用し、これを円筒状に丸めて両端縁部分を重ね合わせ、この部分を高周波ウエルダー法、熱板加熱法、熱こて加熱法、熱風法、超音波法、電磁誘導加熱法などの方法、好ましくは高周波ウエルダー法により融着シールしたものにより内側円筒部を構成し、後述の透水メッシュシートをこの上に接して覆う外層円筒として複合した2重円筒構造の複合チューブ材料である。遮水ターポリンによる内側円筒部の外径は、それを人工堰用水密性長尺チューブ複合体に用いるには、少なくともφ100mm以上であることが好ましく、最大径φは600mm程度であり、特にφ150〜φ300mmであることが好ましい。外径がφ600mmを超えると得られる複合チューブ材料が重くなり、それから得られる水密性長尺チューブ複合体の、少人数による連結作業性を悪くすると同時に、チューブ複合体の水注入による膨張体を維持するための水圧が過度に大きくなり、チューブが破袋することがある。また、長尺チューブ複合体1単位の長さは、構築作業の効率を考慮すると、少なくとも10m以上であり、最長100mであること、特に10〜30mであることが好ましい。   The composite tube material constituting the watertight long tube composite used in the water expansion body continuous artificial weir of the present invention uses the above water-blocking tarpaulin membrane material in the longitudinal direction, rounds it into a cylindrical shape, The inner cylinder is overlapped and this part is fused and sealed by a high frequency welder method, hot plate heating method, hot trowel heating method, hot air method, ultrasonic method, electromagnetic induction heating method, etc., preferably by a high frequency welder method. It is a composite tube material having a double cylindrical structure in which a part is formed and is combined as an outer layer cylinder that covers and covers a water-permeable mesh sheet described later. The outer diameter of the inner cylindrical portion by the water-impervious tarpaulin is preferably at least φ100 mm or more, and the maximum diameter φ is about 600 mm, in particular, φ150˜, in order to use it for the watertight long tube composite for artificial weir. The diameter is preferably 300 mm. If the outer diameter exceeds 600mm, the resulting composite tube material becomes heavier, and the resulting watertight long tube composite deteriorates the connection workability by a small number of people while maintaining the expanded body by water injection of the tube composite. The water pressure to do so may become excessively large and the tube may break. In addition, the length of one unit of the long tube composite is preferably at least 10 m or more, and is at most 100 m, particularly 10 to 30 m, considering the efficiency of the construction work.

本発明の複合チューブ材料に用いられる透水メッシュシート層には、繊維糸条による目空き織編物を基布として含み、その繊維糸条の、露出表面の全面に熱可塑性樹脂層が形成され、引張破壊強度500N/3cm以上のメッシュシートを用いることができる。上記基布用繊維糸条は(遮水ターポリンで説明した)合成繊維、半合成繊維、及び無機繊維を用いることができるが、メッシュシートに用いる基布としては特にポリエステル繊維、ポリプロピレン繊維、ナイロン繊維、ビニロン繊維、及び芳香族ポリアミド繊維から選ばれた1種以上を含む基布であることが耐久強度に優れ好ましい。これらの糸条はモノフィラメント糸、マルチフィラメント糸、短繊維紡績糸、スプリット糸などの形態で使用できるが、中でも特に繊度500〜3500dtex、特に1000〜2500dtexのマルチフィラメント糸条であることが耐水圧強度とクリープ強度の観点において好ましい。   The water-permeable mesh sheet layer used in the composite tube material of the present invention includes a woven or knitted fabric made of fiber yarns as a base fabric, and a thermoplastic resin layer is formed on the entire exposed surface of the fiber yarns, A mesh sheet having a breaking strength of 500 N / 3 cm or more can be used. Synthetic fibers, semi-synthetic fibers, and inorganic fibers (explained in terms of water-impervious tarpaulins) can be used as the above-mentioned fiber yarns for base fabrics, but polyester fibers, polypropylene fibers, nylon fibers are particularly suitable as base fabrics used for mesh sheets. A base fabric containing at least one selected from vinylon fibers and aromatic polyamide fibers is preferred because of its excellent durability. These yarns can be used in the form of monofilament yarns, multifilament yarns, short fiber spun yarns, split yarns, etc. Among them, in particular, the multifilament yarns having a fineness of 500-3500 dtex, particularly 1000-2500 dtex, are resistant to water pressure. From the viewpoint of creep strength.

また基布はこれらの糸条を経糸及び緯糸として空隙率(基布面積に対する目抜け部分の面積の比率)5〜50%、好ましくは10〜35%の目空き織物が好ましい。空隙率が5%未満だとメッシュシートの透水性能を悪くすると同時にシートの表面凹凸が少なくなり、本発明の人工堰を構成する水密性長尺チューブ状膨張体の滑り止め効果と設置安定性とが希薄となることがある。また空隙率が50%を超えると、チューブ状膨張体の滑り止め効果は得られるが、今度は現地構築する際に受ける外傷から内層の遮水ターポリンを保護する効果と、膨圧による内層の遮水ターポリンの寸法的歪みを抑制する効果に乏しくなることがある。また基布は、織布、編布、及びこれらの樹脂含浸布のいずれでもよく、織布としては平織、模紗織、バスケット織などが使用できるが、特に模紗織基布、ラッセル編布などが目ズレに対する安定性に優れ好ましい。また、メッシュシートに掛かる耐水圧の多方向分散の観点からは基布に3軸織物、4軸織物などの多軸織物を使用することもできる。図1に示されている複合チューブ材料1において、遮水ターポリン膜材層2はその両端縁を重ねて形成された熱接着部2aにおいて強固に熱接着され、シールされている。   The base fabric is preferably a woven fabric having these yarns as warps and wefts and having a void ratio (ratio of the area of the stitched portion to the base fabric area) of 5 to 50%, preferably 10 to 35%. When the porosity is less than 5%, the water permeability of the mesh sheet is deteriorated, and at the same time, the surface unevenness of the sheet is reduced, and the anti-slip effect and installation stability of the watertight long tubular expansion body constituting the artificial weir of the present invention May become sparse. If the porosity exceeds 50%, the anti-slip effect of the tubular expansion body can be obtained, but this time it will protect the inner water-impervious tarpaulin from the trauma caused by the construction of the site, and the inner layer will be shielded by inflation pressure. The effect of suppressing dimensional distortion of water tarpaulin may be poor. The base fabric may be any of woven fabric, knitted fabric, and these resin-impregnated fabrics. As the woven fabric, plain woven fabric, patterned woven fabric, basket woven fabric, etc. can be used. It is excellent in stability against misalignment. Further, from the viewpoint of multidirectional dispersion of water pressure resistance applied to the mesh sheet, a multiaxial woven fabric such as a triaxial woven fabric or a tetraaxial woven fabric can be used for the base fabric. In the composite tube material 1 shown in FIG. 1, the water-impervious tarpaulin film material layer 2 is firmly heat-bonded and sealed in a heat-bonding portion 2a formed by overlapping both end edges.

本発明に使用する透水メッシュシートは、目空き織編物を基布に、i).(遮水ターポリンで説明した)ペースト塩ビ組成物ゾルをコーティング法、ディッピング法などにより付着させ、これを加熱ゲル化して繊維糸条の表面に熱可塑性樹脂層を形成したもの、ii).特に焼却廃棄時にハロゲン化水素ガスを排出しない設計が所望される場合においては、ポリウレタン系樹脂溶液、ポリエステル系樹脂溶液、酢酸ビニル系共重合体樹脂溶液、アクリル系共重合体樹脂溶液(これらは何れも水分散型または有機溶剤可溶型である。)をコーティング法、ディッピング法などにより付着させ、これを乾燥して繊維糸条の表面に熱可塑性樹脂層を形成したものが使用できる。熱可塑性樹脂層の形成量は目空き織編物基布の質量に対し、25〜250質量%、好ましくは75〜150質量%である。これらの熱可塑性樹脂には、着色剤、難燃剤、充填剤、滑剤、耐候安定剤、防黴剤などの公知のプラスチック用添加剤を任意配合して用いることができる。本発明に用いる透水メッシュシートの引張破壊強度は、500N/3cm(経糸方向、緯糸方向)、特に1000N/3cm(経糸方向、緯糸方向)以上を有することが好ましい。引張破壊強度が500N/3cm(経糸方向、緯糸方向)未満では、過度の膨圧と水載荷重から水密性長尺チューブ状膨張体全体を保護することが困難となることがある。   The water-permeable mesh sheet used in the present invention is a woven or knitted fabric with a base fabric, i). A paste vinyl chloride composition sol (explained in water-impervious tarpaulin) is attached by a coating method, a dipping method, etc., and this is gelled by heating to form a thermoplastic resin layer on the surface of the fiber yarn, ii). In particular, when a design that does not discharge hydrogen halide gas at the time of incineration is desired, polyurethane resin solution, polyester resin solution, vinyl acetate copolymer resin solution, acrylic copolymer resin solution Can also be used in which a thermoplastic resin layer is formed on the surface of the fiber yarn by attaching it by a coating method, dipping method or the like, and drying it. The amount of the thermoplastic resin layer formed is 25 to 250 mass%, preferably 75 to 150 mass%, based on the mass of the open woven or knitted fabric. In these thermoplastic resins, known additives for plastics such as colorants, flame retardants, fillers, lubricants, weathering stabilizers, antifungal agents and the like can be arbitrarily blended and used. The tensile fracture strength of the water-permeable mesh sheet used in the present invention is preferably 500 N / 3 cm (warp direction, weft direction), particularly 1000 N / 3 cm (warp direction, weft direction) or more. If the tensile fracture strength is less than 500 N / 3 cm (warp direction, weft direction), it may be difficult to protect the entire watertight long tubular expansion body from excessive inflation pressure and water load.

図1に例示されているように、本発明の水膨張体連続人工堰に用いる水密性長尺チューブ複合体を構成する複合チューブ材料は、上述の遮水ターポリンの内層円筒状融着シール体からなるチューブ状遮水ターポリン膜材層2を上記透水メッシュシートの外層円筒状融着シール体からなる透水メッシュシート層3で完全被覆して構成された2重円筒構造体である。透水メッシュシート層3は、円筒状に丸められ、その両端縁は、熱接着部3aにおいて強固に縫合され熱接着される。本発明の水密性長尺チューブ複合体を注水膨張した時に、ターポリン膜材層2とメッシュシート層とが密着しているものであることが好ましい。この2重円筒構造体は、予め遮水ターポリン膜材層2と透水メッシュシート層3とを熱融着して一体化したものを円筒状に加工して得る事も可能であるが、このようにすると剛性が大きく人工堰としての曲線追従性が不十分になること、重ね合わせによる融着シール部が4層となり水密性長尺チューブ膨張体に歪みを生ずること、一体化破損を招きその補修が困難となること、などの不都合を生じ好ましくない。これに対し本発明による2重円筒構造の複合チューブ材料においては、それぞれの円筒状加工体を互に独立とすることにより互いの融着シール部位置をずらして設定することができ、水密性長尺チューブ膨張体に生じる歪みを最小限としたり、遮水によって生じる水圧による捻れ歪みなどを吸収緩和することができる。また内層ターポリン膜材層の突起物衝突破損を、外層の透水メッシュシート層の空隙部分からの漏水により検知可能である。これに対して例えば遮水ターポリンによる2重円筒構造のチューブの場合には、内層チューブの破損による漏水が2層の遮水ターポリン層間に溜まり、異常を外見から察知することができない。本発明に用いる2重円筒構造チューブは補修が容易で、さらに人工堰として実用上十分な曲線設置性なども有している。   As illustrated in FIG. 1, the composite tube material constituting the watertight long tube composite used in the water expansion body continuous artificial weir of the present invention is the above-described inner layer cylindrical fusion seal body of the water-blocking tarpaulin. This is a double cylindrical structure formed by completely covering a tubular water-impervious tarpaulin membrane material layer 2 with a water-permeable mesh sheet layer 3 made of an outer-layer cylindrical fusion-sealed seal body of the water-permeable mesh sheet. The water-permeable mesh sheet layer 3 is rolled into a cylindrical shape, and both end edges thereof are firmly stitched and thermally bonded at the heat bonding portion 3a. When the watertight long tube composite of the present invention is injected and expanded, it is preferable that the tarpaulin film material layer 2 and the mesh sheet layer are in close contact with each other. This double cylindrical structure can be obtained by processing a water-tight tarpaulin membrane material layer 2 and a water-permeable mesh sheet layer 3 by heat fusion in advance into a cylindrical shape. If it is, the rigidity will be large and the curve following performance as an artificial weir will be insufficient, the fusion seal part by overlapping will be 4 layers, distortion will occur in the watertight long tube expansion body, and it will cause integrated damage and repair Inconveniences such as making it difficult. On the other hand, in the composite tube material having a double cylindrical structure according to the present invention, the positions of the fusion seal portions can be set differently by making each cylindrical workpiece independent from each other, and the watertightness length It is possible to minimize distortion generated in the long tube expansion body and to absorb and mitigate torsional distortion caused by water pressure caused by water shielding. Further, the protrusion collision damage of the inner layer tarpaulin film material layer can be detected by water leakage from the gap portion of the outer permeable mesh sheet layer. On the other hand, for example, in the case of a double-cylindrical tube made of a water-impervious tarpaulin, leakage due to the breakage of the inner tube accumulates between the two layers of the water-impervious tarpaulin, and the abnormality cannot be detected from the appearance. The double-cylindrical tube used in the present invention is easy to repair, and also has a practically sufficient curve installation property as an artificial weir.

外層円筒状の透水メッシュシート層は上記透水メッシュシートを円筒状に丸めて重ね合わせ、この部分を高周波ウエルダー法、熱板加熱法、熱こて加熱法、熱風法、超音波法、電磁誘導加熱法などの方法で融着シールすることによって形成することができ、必要に応じて重ね合わせ部には前述の遮水ターポリンをスリットしたテープ状部材、または、透水メッシュシートと熱融着可能な熱可塑性樹脂(またはエラストマー)テープを挿入して接合部強度を補強することができる。外層円筒状メッシュシート層の内径は内層円筒状ターポリン膜材層の外径と同一であり、メッシュシート層のφは100〜φ600mm程度であること、特にφが150〜φ300mm程度の範囲内にあることが取り扱い上好ましい。また、長尺チューブ複合体1単位の長さは、構築作業の効率を考慮すると、少なくとも10m以上であり、但し最長100mであること、特に10〜30mであることが好ましい。   The outer cylindrical cylindrical water-permeable mesh sheet layer is formed by rolling the above-mentioned water-permeable mesh sheets into a cylindrical shape and overlaying them. This part is a high-frequency welder method, hot plate heating method, hot trowel heating method, hot air method, ultrasonic method, electromagnetic induction heating. It can be formed by fusion sealing by a method such as the method, and if necessary, heat can be heat-sealed with a tape-like member slitting the above-mentioned water-impervious tarpaulin or a water-permeable mesh sheet in the overlapping portion. A plastic resin (or elastomer) tape can be inserted to reinforce the joint strength. The inner diameter of the outer cylindrical mesh sheet layer is the same as the outer diameter of the inner cylindrical tarpaulin membrane material layer, and the mesh sheet layer has a φ of about 100 to 600 mm, particularly φ within a range of 150 to 300 mm. It is preferable in handling. Further, the length of one unit of the long tube composite is at least 10 m or more in consideration of the efficiency of the construction work, but it is preferable that the length is 100 m, particularly 10 to 30 m.

本発明の図2に例示された水密性長尺チューブ複合体4の構成において、上記複合チューブ材料1からなる長尺チューブ部材5と、その両末端を封止し、かつ他の長尺チューブ複合体と連結するための連結遮水部材6,7とが装着されている。この連結遮水部材6は、他の長尺チューブ複合体の連結遮水部材と、互いに立体嵌合し、ワンタッチ装着可能であることが遮水堰構築の作業性の観点において好ましい。連結遮水部材のワンタッチ装着法としては、押込みによる機械的固定(例、消火栓と消防ホースとの接続)、凸型成形部材6と凹型成形部材7とを立体嵌合させる機械的固定法、または90°回転させてロックする固定方法などが挙げられる。また、これらの連結遮水部材6,7には、注水栓、排水栓及び空気置換バルブの1種以上が設けられていることが好ましく、また注水栓と排水栓とは機能を兼用することもできる。空気置換バルブは開栓して注水時にチューブ内の空気を押し出して注水効率を高めると同時に、満水時に余剰水を排出する機能とバルブを閉栓してその機能を停止することができるものである。   In the structure of the watertight long tube composite 4 illustrated in FIG. 2 of the present invention, the long tube member 5 made of the composite tube material 1 and both ends thereof are sealed, and other long tube composites are sealed. Connected water-impervious members 6 and 7 for connecting to the body are mounted. It is preferable from the viewpoint of workability of construction of the impermeable weir that the connected impermeable member 6 and the connected impermeable member of other long tube composites are three-dimensionally fitted to each other and can be mounted with one touch. Examples of the one-touch mounting method for the connecting water-impervious member include mechanical fixing by pressing (for example, connection of a fire hydrant and a fire hose), mechanical fixing method in which the convex molding member 6 and the concave molding member 7 are three-dimensionally fitted, or For example, a fixing method of rotating by 90 ° and locking may be mentioned. Moreover, it is preferable that these connection water-impervious members 6 and 7 are provided with at least one of a water injection valve, a water discharge valve, and an air replacement valve, and the water injection valve and the water discharge valve may also have a function. it can. The air replacement valve is opened to push out the air in the tube at the time of water injection to increase the water injection efficiency, and at the same time, the function of discharging excess water when the water is full and the valve can be closed to stop the function.

連結遮水部材6,7は硬質プラスチック部と金属部8とにより構成され、金属部8は長尺チューブ部材に連結遮水部材を接続固定するための円筒部を形成し、これに注水栓、または排水栓が設けられたものであり、長尺チューブ部材と連結遮水部材との接続固定に、水密シーリング処置がなされている。この連結遮水部材は水密性長尺チューブ部材の注水膨張体と同じ径を有するものであることが好ましく、長さは5〜30cm、好ましくは10〜20cmである。また硬質プラスチック部は、この金属部を被覆する円筒状でその正面に連結手段が成型されたものであり、これらは金属部にボルト固定により一体化されたものであるが分離解体可能であることが好ましい。連結遮水部材の連結手段の高さ、及び連結手段の深さは1〜15cmであることが好ましく、より好ましくは3〜10cmである。また、連結手段は先端方向に沿って肉厚設計すること、あるいは連結手段にさらに嵌合突起部を設けることにより連結強さを増強することができる。連結手段(硬質プラスチック部)を構成する材料としては、硬質ポリ塩化ビニル樹脂、高密度ポリエチレン、超高分子量ポリエチレン、ポリプロピレン、ポリスチレン、ポリエチレンテレフタレート、ABS樹脂、ポリアミド、ポリカーボネート、ポリアセタールなどの熱可塑性樹脂、ポリサルホン、ポリフェニレンサルファイド、ポリエーテルエーテルケトン、ポリアリレート、ポリテトラフルオロエチレンなどのエンジニアプラスチック類、さらにフェノール樹脂、尿素樹脂、メラミン樹脂、不飽和ポリエステル樹脂、エポキシ樹脂、ジアリルフタレート樹脂、ポリウレタン樹脂などの熱硬化樹脂などを使用することができる。本発明において連結用成形部材を構成する硬質プラスチックとしては特に軽さと耐久性の観点において高密度ポリエチレン、ポリプロピレン、ポリアミドなどのポリオレフィン系樹脂及びナイロン系樹脂が好ましく、これらは射出成形性を有するものが好ましい。またこれらの樹脂はガラス繊維チョップドストランド、炭素繊維チョップドストランド、炭素繊維ミルドストランドなどの短繊維を配合して含み、本発明に用いる連結遮水部材の破壊強度、耐摩耗強度などの向上を図った強化樹脂であることが好ましい。   The connected water-impervious members 6 and 7 are composed of a hard plastic part and a metal part 8, and the metal part 8 forms a cylindrical part for connecting and fixing the connected water-impervious member to the long tube member. Alternatively, a drain plug is provided, and a watertight sealing treatment is performed for connecting and fixing the long tube member and the connecting water-impervious member. It is preferable that this connection water-impervious member has the same diameter as the water injection expansion body of the watertight long tube member, and the length is 5 to 30 cm, preferably 10 to 20 cm. The hard plastic part is a cylinder that covers this metal part, and the connecting means is molded on the front. These parts are integrated with the metal part by bolting, but they can be separated and disassembled. Is preferred. The height of the connecting means and the depth of the connecting means of the connecting water-impervious member are preferably 1 to 15 cm, more preferably 3 to 10 cm. Further, the connecting means can be strengthened by designing the wall thickness along the tip direction or by further providing a fitting protrusion on the connecting means. As a material constituting the connecting means (hard plastic part), a thermoplastic resin such as hard polyvinyl chloride resin, high density polyethylene, ultra high molecular weight polyethylene, polypropylene, polystyrene, polyethylene terephthalate, ABS resin, polyamide, polycarbonate, polyacetal, Engineer plastics such as polysulfone, polyphenylene sulfide, polyether ether ketone, polyarylate, polytetrafluoroethylene, and heat such as phenol resin, urea resin, melamine resin, unsaturated polyester resin, epoxy resin, diallyl phthalate resin, polyurethane resin A cured resin or the like can be used. In the present invention, the rigid plastic constituting the connecting molded member is preferably a polyolefin resin such as high-density polyethylene, polypropylene, polyamide, or nylon resin from the viewpoint of lightness and durability, and those having injection moldability are preferable. preferable. These resins contain short fibers such as glass fiber chopped strands, carbon fiber chopped strands, and carbon fiber milled strands, and are intended to improve the breaking strength, wear resistance, etc. of the connected water shielding member used in the present invention. A reinforced resin is preferable.

図3及び4に例示されているように、本発明の水密性長尺チューブ複合体による水膨張体連続人工堰10は、上記連結遮水部材6,7を末端に装備する2本の長尺チューブ部材5を縦長に配置し、個々に水をポンプ注入して得られる水密性長尺チューブ状膨張体9からなる単位の複数個を長手方向に連結一体化したものである。
この時、注水の供給元は洪水からの直接給水、あるいは河川近隣の場合には、その河川からの直接給水、住宅地の場合には条例設置の消火栓からの供給によって実施され、特に河川や洪水からの汚濁水の注水供給を余儀なくされる場合を想定して、給水ポンプシステムには異物除去可能なトラップやフィルターなどを装備していることが好ましい。
As illustrated in FIGS. 3 and 4, the water-expandable continuous artificial weir 10 using the water-tight long tube composite of the present invention is provided with two long water-proof members 6 and 7 at the ends. A plurality of units composed of a watertight long tubular expansion body 9 obtained by arranging the tube member 5 vertically and individually pumping water are connected and integrated in the longitudinal direction.
At this time, the water supply source is directly supplied from the flood, or in the case of rivers, directly from the river, and in the case of residential areas, from the fire hydrant installed in the ordinance. It is preferable that the water supply pump system is equipped with a trap or a filter that can remove foreign matter, assuming that the supply of contaminated water from the water is forced.

水膨張体連続人工堰には、その附帯設備としてさらに位置ぎめ袋を併用することもできるが、特に位置ぎめ袋に関しても、保管スペースを要さず、持ち運びが容易なものが本発明の目的からして望ましい。この様な位置ぎめ袋としては、吸水性樹脂を内包し、使用前の形状がシート状であり、吸水して枕状に膨張するものが好ましい。水膨張体連続人工堰において、人工堰の非堰止側に位置する水膨張水密性長尺チューブ複合体と構築現場地面との間に、吸水性樹脂を内包したシート状位置ぎめ袋の端部を敷設して使用する。このシート状位置ぎめ袋が溢水を吸って膨張することによって楔となり、貯留水の水圧で人工堰がよこずれ移動することを緩和して防ぐ効果を発揮する。このよこずれ対策には必要に応じて杭打や、ストッパー部材を人工堰の非堰止側に位置する水膨張水密性長尺チューブ複合体脇に設置することで更に強化することができる。また、特にコンクリートなどの堅い地面、市街地の路面凹凸などでの人工堰構築不利な環境において、地面との隙間を埋める材料、特に水洩れを生ずるコンクリート地面の溝部をシールする材料として、この様な吸水性樹脂を内包するシート状袋を活用することができる。吸水性樹脂としては公知のもの、例えば、カルボキシメチルセルロース架橋体、ポリビニルアルコール架橋体、ポリアクリル酸ナトリウム架橋体などが使用できる。   For the water expansion body continuous artificial weir, a positioning bag can also be used as ancillary equipment, but especially for the positioning bag, a storage space is not required and it is easy to carry from the purpose of the present invention. Is desirable. As such a positioning bag, a bag containing a water-absorbing resin and having a sheet-like shape before use, which absorbs water and expands into a pillow shape is preferable. In a water expansion body continuous artificial weir, the end of a sheet-type positioning bag containing a water absorbent resin between the water expansion watertight long tube composite located on the non-damming side of the artificial weir and the construction site ground Lay and use. This sheet-like positioning bag absorbs overflow and expands to become a wedge, and exerts an effect of mitigating and preventing the artificial weir from shifting due to the water pressure of the stored water. This weaving countermeasure can be further strengthened by placing a pile driver or a stopper member on the non-weiring side of the artificial weir and placing it on the side of the water-expandable watertight long tube composite as necessary. In addition, especially in the unfavorable environment for construction of artificial weirs on hard ground such as concrete and road surface unevenness in urban areas, such a material is used as a material to fill gaps with the ground, particularly as a material to seal grooves on concrete ground that cause water leakage. A sheet-like bag containing a water-absorbing resin can be used. As the water-absorbing resin, known ones such as a crosslinked carboxymethyl cellulose, a crosslinked polyvinyl alcohol, and a crosslinked sodium polyacrylate can be used.

次ぎに実施例により本発明をさらに具体的に説明するが、本発明はこれらの例の範囲に限定されるものではない。本発明の水膨張体連続人工堰用の水密性長尺チューブ複合体及びその膨張体の実施例を下記に示す。
〔実施例1〕
EXAMPLES Next, although an Example demonstrates this invention further more concretely, this invention is not limited to the range of these examples. Examples of the watertight long tube composite for the water expansion body continuous artificial weir of the present invention and the expansion body are shown below.
[Example 1]

(1).2重円筒構造の長尺チューブ状成形体の製造
(1−a).遮水ターポリン
ペースト塩ビ100質量部、フタル酸エステル系可塑剤60質量部、Ba−Zn系複合安定剤2質量部、エポキシ化大豆油3質量部、防黴剤0.3質量部、Ca系充填剤10質量部、架橋剤2質量部、白顔料2質量部、黄色顔料3質量部、赤顔料0.5質量部からなるペースト塩ビ組成物ゾルを用いて、繊度1666dtexのポリエステル(PET)マルチフィラメント繊維糸条による平織の繊維布帛(タテ糸打込密度:21本/2.54cm、ヨコ糸打込密度:19本/2.54cm:質量215g/m2 :180cm幅)の両面に、オレンジ色に着色したペースト塩ビ組成物ゾルを均一にナイフコーティングし、これを170℃で加熱ゲル化して繊維布帛の両面に軟質塩ビによる熱可塑性樹脂被覆層を形成し、厚さ0.6mm、質量670g/m2 のターポリン(オレンジ色)200mを得た。このターポリンの引張破壊強度(JIS L1096)はタテ方向2800N/3cm、ヨコ方向2500N/3cmであった。
(1). Manufacture of long tubular shaped body with double cylindrical structure
(1-a). Water shielding tarpaulin paste 100 parts by weight PVC, phthalate ester plasticizer 60 parts by weight, Ba-Zn composite stabilizer 2 parts by weight, epoxidized soybean oil 3 parts by weight, antifungal agent 0.3 parts by weight, Ca filler Polyester (PET) multifilament with a fineness of 1666 dtex using a paste vinyl chloride composition sol consisting of 10 parts by weight of an agent, 2 parts by weight of a crosslinking agent, 2 parts by weight of a white pigment, 3 parts by weight of a yellow pigment, and 0.5 parts by weight of a red pigment Orange on both sides of a plain weave fiber fabric (vertical yarn driving density: 21 / 2.54 cm, weft driving density: 19 / 2.54 cm: mass 215 g / m 2 : 180 cm width). The paste vinyl chloride composition sol colored in the form of a knife is uniformly knife-coated, and this is heated and gelled at 170 ° C. to form a thermoplastic resin coating layer of soft vinyl chloride on both sides of the fiber fabric. mm, was obtained tarpaulins (orange) 200 meters Weight 670 g / m 2. This tarpaulin had a tensile breaking strength (JIS L1096) of 2800 N / 3 cm in the vertical direction and 2500 N / 3 cm in the horizontal direction.

(1−b).透水メッシュシート
繊度833dtex/3本のポリエステル(PET)マルチフィラメント繊維糸条による目空き模紗織物基布(タテ糸打込密度:11本/2.54cm、ヨコ糸打込密度:11本/2.54cm:質量185g/m2 :200cm幅)を上記(1−a)と同一組成のペースト塩ビ組成物ゾルを用いてディッピングし、これを170℃で加熱ゲル化して繊維糸条の全面に軟質塩ビによる熱可塑性樹脂層を形成し、厚さ0.7mm、質量480g/m2 :空隙率25%のメッシュシート(オレンジ色)200mを得た。このメッシュシートの引張破壊強度(JIS L1096)はタテ方向2200N/3cm、ヨコ方向2200N/3cmであった。
(1-b). Water- permeable mesh sheet fineness of 833 dtex / 3 polyester (PET) multifilament fiber yarn-free mesh fabric (vertical yarn driving density: 11 / 2.54 cm, weft yarn driving density: 11/2 .54 cm: mass 185 g / m 2 : 200 cm width) is dipped using the paste vinyl chloride composition sol having the same composition as (1-a) above, and this is heated and gelled at 170 ° C. to soften the entire surface of the fiber yarn. A thermoplastic resin layer made of vinyl chloride was formed to obtain a mesh sheet (orange) 200 m having a thickness of 0.7 mm and a mass of 480 g / m 2 : porosity of 25%. The tensile fracture strength (JIS L1096) of this mesh sheet was 2200 N / 3 cm in the vertical direction and 2200 N / 3 cm in the horizontal direction.

(1−c).2重円筒構造の複合チューブ材料の加工
上記(1−a)の遮水ターポリン全量を82.5cm幅に半裁し、82.5cm幅×25m長の裁断物を8枚を得た。この裁断物各々を円筒状に丸め、重ね合わせ部4cm幅を接合部として高周波ウエルダー融着縫製(4cm×100cmのウエルドバー装着)し、外径250mmの内層チューブを得た。また上記(1−b)のメッシュシート全量を83.5cm幅に半裁し、83.5cm幅×25m長の裁断物を8枚を得た。この裁断物各々を円筒状に丸め、重ね合わせ部4cm幅を接合部として高周波ウエルダー融着(4cm×100cmのウエルドバー装着)し、外径252mmの外層チューブを得た。この外層チューブに内層チューブを挿入し、2重円筒構造のチューブ状成形体(25m×8本)を得た(図1)。
(1-c). Processing of Composite Tube Material with Double Cylindrical Structure The total amount of the water-impervious tarpaulin (1-a) described above was cut in half to 82.5 cm width to obtain 8 cut pieces of 82.5 cm width × 25 m length. Each of the cut pieces was rounded into a cylindrical shape and subjected to high-frequency welder fusion sewing (4 cm × 100 cm weld bar attachment) with the overlapped portion having a width of 4 cm as a joining portion to obtain an inner layer tube having an outer diameter of 250 mm. Further, the entire mesh sheet of (1-b) was cut into 83.5 cm widths to obtain 8 cut pieces having a length of 83.5 cm width × 25 m. Each of the cut pieces was rounded into a cylindrical shape, and a high-frequency welder was welded (4 cm × 100 cm weld bar was mounted) with the overlapping portion having a width of 4 cm as a joint portion to obtain an outer tube having an outer diameter of 252 mm. The inner layer tube was inserted into this outer layer tube to obtain a tubular molded body (25 m × 8 pieces) having a double cylindrical structure (FIG. 1).

(2).長尺チューブ複合体の製造
(2−a).連結遮水部材
(ホモ)ポリプロピレン樹脂に炭素繊維チョップドストランドを25質量%ブレンドし、これに酸化防止剤を添加したものをエクストゥルーダーで溶融混練し、これを金型に注入し炭素繊維強化ポリプロピレン樹脂製の成形部材を得た。この成形部材を、注水栓(排水栓兼用)を正面に、空気置換バルブを側面に有する外径230mm、長さ200mmのアルミニウム合金製遮水円筒部材とをボルト固定して、外径250mm、長さ200mmの立体嵌合可能な凸型(図2の6)及び凹型(図2の7)の連結手段を有する連結遮水部材を得た。
(2). Manufacture of long tube composite
(2-a). 25% by mass of carbon fiber chopped strands are blended into a connected water-blocking member (homo) polypropylene resin, and an antioxidant added thereto is melt kneaded with an extruder, which is then injected into a mold and carbon fiber reinforced polypropylene. A molded member made of resin was obtained. This molded member is bolted to an aluminum alloy water-impervious cylindrical member having an outer diameter of 230 mm and a length of 200 mm having a water injection valve (also used as a drain valve) on the front surface and an air replacement valve on the side surface. A connecting water-impervious member having a convex (6 in FIG. 2) and concave (7 in FIG. 2) connecting means having a three-dimensional fitting of 200 mm was obtained.

(2−b).長尺チューブ複合体
上記(1−c)で得た2重円筒構造の複合チューブ材料(25m×8本)各々の端末を、上記(2−a)で得た凸型、及び凹型の連結遮水部材(立体嵌合可能な連結手段付)のアルミニウム合金製遮水円筒部材に被せ、アルミニウム合金製遮水円筒部材に設けられた凹溝部においてスチールベルトにより固定して一体化した(図2)。
(2-b). Long tube composite Composite tube material (25 m × 8) having a double cylindrical structure obtained in (1-c) above is connected to the convex and concave connection shields obtained in (2-a) above. A water member (with a connecting means capable of three-dimensional fitting) is covered with an aluminum alloy impermeable cylindrical member, and is fixed by a steel belt in a concave groove provided in the aluminum alloy impermeable cylindrical member (FIG. 2). .

(3−a).施工テスト
河川敷の平坦部(コンクリート敷)に長さ25mの人工堰部材用長尺チューブ複合体8体を長さ方向直列に置き並べ、この延長体の開始部と終点部の末端を土嚢と杭打で固定した。次ぎに河川からポンプで水を汲み上げ、開始部の長尺チューブ複合体から注水し、空気置換バルブから余剰水が吹き出した時点で注水を終了、閉栓し水密性長尺チューブ複合体の膨張体とし、次の長尺チューブ状成形体と連結した。同様の手順によって8体全ての長尺チューブ複合体に注水し、これを順次連結することによって長さ200mの水膨張体連続人工堰(図4)を形成した。またこの時、非堰止側の水密性長尺チューブ状膨張体の下には約2m間隔で吸水性樹脂を内包する位置止め袋(30×45cm)の端部約5cmを挟み込んだ。図3に示されているように、連結遮水部材6,7と長尺チューブ部材5とからなる長尺チューブ複合体4の各々は、水注入することによってその膨張体9を形成した。
(3-a). Construction test Eight long tube composites for artificial weir members with a length of 25m are arranged in series in the longitudinal direction on the flat part (concrete floor) of the riverbed, and the ends of the extension and the end of the extension are sandbags and piles. Fixed by hitting. Next, water is pumped up from the river and poured from the long tube complex at the start, and when excess water blows out from the air replacement valve, the water injection is terminated and plugged to form an expanded body of the watertight long tube complex. And it connected with the following elongate tubular-shaped molded object. In a similar procedure, water was poured into all eight long tube composites, and these were sequentially connected to form a water expansion body continuous artificial weir (FIG. 4) having a length of 200 m. Further, at this time, an end portion of about 5 cm of a positioning bag (30 × 45 cm) containing a water-absorbing resin was sandwiched under the watertight long tubular expansion body on the non-wetting side at intervals of about 2 m. As shown in FIG. 3, each of the long tube composites 4 composed of the connecting water-impervious members 6 and 7 and the long tube member 5 formed the expansion body 9 by injecting water.

(3−b).遮水テスト
上記(3−a)で構築した人工堰内側に、ポンプで汲み上げた河川水を放流し、約1時間後に水位40cmまで達した時点で放水を止め、人工堰を観察した。本発明の人工堰は、内層を遮水ターポリン膜材、外層を透水メッシュシートの2重円筒構造とすることですべり止め効果及び設置安定性に優れ、その結果、コンクリート地面との隙間から堰止水が大量流失したり、人工堰自体が決壊するような不都合は見られず、大量の放流水を長時間堰止めることができた。また、非堰止側の水密性長尺チューブ状膨張体の下に約2m間隔で挟み込んだ吸水性樹脂内包土嚢用シートが吸水膨張することによって楔効果を発揮し、大量の堰止水の水圧による人工堰の横ずれ移動を緩和して防止することを確認した。また、このテスト終了後、本発明の水膨張体連続人工堰の解体、水抜きの撤去作業も容易に終了した。
〔比較例〕
(3-b). Water shielding test The river water pumped up by the pump was discharged inside the artificial weir constructed in (3-a) above, and when about 1 hour later the water level reached 40 cm, the water discharge was stopped and the artificial weir was observed. The artificial weir of the present invention has a double-cylindrical structure with a water-impervious tarpaulin membrane material for the inner layer and a water-permeable mesh sheet for the outer layer, providing excellent anti-slip effect and installation stability. There was no inconvenience that a large amount of water was lost or the artificial weir itself was destroyed, and a large amount of discharged water could be blocked for a long time. In addition, the water-absorbing resin encapsulating sac sheet sandwiched between the watertight long tubular expansions on the non-damming side at an interval of about 2 m absorbs and expands to exert a wedge effect, and a large amount of dam water pressure It has been confirmed that the lateral movement of the artificial weir due to is eased and prevented. Moreover, the dismantling of the water expansion body continuous artificial weir of this invention and the removal operation | work of draining were also complete | finished easily after completion | finish of this test.
[Comparative Example]

前記実施例の2重円筒構造の長尺チューブ複合体(2)から外層の透水メッシュシート(1−b)を省略し、比較例の長尺チューブ複合体を遮水ターポリン(1−a)1層から構成されたものとした。このこと以外は実施例と同一仕様にて、実施例と同様の施工テスト及び遮水テストを実施した。その結果、比較例の水密性長尺チューブ複合体では地面との間で滑りを起こすなど設置安定性が悪く、また水注入による膨圧によってチューブ全体にうねりを生じて、その隙間から水が流入することが認められた。また実施例の水密性長尺チューブ複合体によるコンクリート上での引き擦りテストは水密性に異常を認めなかったが、比較例の水密性長尺チューブ複合体では表面に裂傷を生じ、そこから漏水した。また実施例の水密性長尺チューブ複合体は、コンクリートブロックの落下激突によっても水密性に異常を認めなかったが、比較例の水密性長尺チューブ複合体では表面に裂傷を生じ、そこから漏水した。   The outer layer water-permeable mesh sheet (1-b) is omitted from the long tube composite (2) having the double cylindrical structure of the above-described embodiment, and the long tube composite of the comparative example is formed as a water shielding tarpaulin (1-a) 1. It was composed of layers. Except for this, the construction test and the water-impervious test were carried out in the same specifications as in the example. As a result, the watertight long tube composite of the comparative example has poor installation stability, such as sliding with the ground, and the entire tube swells due to bulging pressure due to water injection, and water flows from the gap. Admitted to do. In addition, the rub test on concrete with the water-tight long tube composite of the example showed no abnormality in water-tightness, but the water-tight long tube composite of the comparative example caused a laceration on the surface from which water leakage occurred. did. In addition, the watertight long tube composite of the example did not show any abnormality in watertightness due to the crash of the concrete block, but the watertight long tube composite of the comparative example caused a laceration on the surface and leaked water from there. did.

本発明の複合チューブ材料を含む水密性長尺チューブ複合体を用いることによって容易に水膨張体連続人工堰を構築可能であり従来の土嚢積みに較べると優れた遮水、堰止効果を発揮することができるので、緊急水害対策に極めて有用である。また設営後の撤収も容易であり、しかも耐突起物衝突性にも優れるので繰り返し使用が可能であるなど平常時はコンパクトに収納保管もできるので実用性の高い堰止用材料である。   By using a watertight long tube composite containing the composite tube material of the present invention, it is possible to easily construct a water expansion body continuous artificial weir, and it exhibits excellent water shielding and damming effects compared to conventional sandbags. Therefore, it is extremely useful for emergency flood countermeasures. In addition, it is a highly useful damming material because it can be easily withdrawn after installation, and it can be used repeatedly because it has excellent impact resistance against protrusions.

本発明の複合チューブ材料の構成の一例を示す説明図。Explanatory drawing which shows an example of a structure of the composite tube material of this invention. 本発明の長尺チューブ複合体の構成の一例を示す説明図。Explanatory drawing which shows an example of a structure of the elongate tube composite_body | complex of this invention. 本発明の長尺チューブ複合体の注水膨張を示す説明図。Explanatory drawing which shows the water injection expansion | swelling of the long tube composite_body | complex of this invention. 本発明の長尺チューブ複合体の水膨張体による水膨張体連続人工堰の構成の一例を示す説明図。Explanatory drawing which shows an example of the structure of the water expansion body continuous artificial weir by the water expansion body of the long tube composite_body | complex of this invention.

符号の説明Explanation of symbols

1…複合チューブ材料
2…遮水性ターポリン膜材層
3…透水性メッシュシート層
2a,3a…接着部
4…水密性長尺チューブ複合体
5…長尺チューブ部材
6…立体嵌合可能な連結手段付連結遮水部材
7…6と立体嵌合可能な連結手段付連結遮水部材
8…金属部
9…長尺チューブ複合体の注水膨張体
10…水膨張体連続人工堰
DESCRIPTION OF SYMBOLS 1 ... Composite tube material 2 ... Water-impervious tarpaulin film material layer 3 ... Water-permeable mesh sheet layer 2a, 3a ... Adhesion part 4 ... Watertight long tube composite 5 ... Long tube member 6 ... Connecting means which can be three-dimensionally fitted Connecting water-impervious member 7 with a connecting means that can be three-dimensionally fitted with the connecting water-impervious member 7 ... 6 Metal part 9 ... Water injection expansion body 10 of a long tube complex ... Water expansion body continuous artificial weir

Claims (6)

(a).繊維布帛を基布として含み、その両面の全面に熱可塑性樹脂及びエラストマーの少なくとも1種を含む樹脂被覆層が形成され、500N/3cm以上の引張破壊強度を有するチューブ状遮水ターポリン膜材層と、(b).繊維糸条により形成された目空き織編物からなる基布と、その繊維糸条の露出表面の全面を被覆している熱可塑性樹脂層とを含み、かつ500N/3cm以上の引張破壊強度を有する透水メッシュシート層とを含み、前記遮水ターポリン膜材層(a)の外周面を、前記透水メッシュシート層が、接着することなく包囲被覆して、2重円筒構造を形成している水膨張体連続人工堰用複合チューブ材料。   (A). A tubular water-impervious tarpaulin membrane material layer comprising a fiber fabric as a base fabric, a resin coating layer containing at least one of a thermoplastic resin and an elastomer is formed on both surfaces of the fabric, and having a tensile fracture strength of 500 N / 3 cm or more; , (B). It includes a base fabric made of open woven or knitted fabric formed from fiber yarns, and a thermoplastic resin layer covering the entire exposed surface of the fiber yarns, and has a tensile fracture strength of 500 N / 3 cm or more. A water-permeable mesh sheet layer, and a water-swelling tarpaulin film material layer (a) that surrounds and coats the outer peripheral surface of the water-impervious tarpaulin film material layer (a) without adhering to form a double cylindrical structure Composite tube material for body continuous artificial weir. 前記遮水ターポリン膜材層の樹脂被覆層が、塩化ビニル樹脂、ポリウレタン系エラストマー樹脂、ポリエステル系エラストマー樹脂、スチレン系エラストマー樹脂、ポリアミド系エラストマー樹脂、エチレン−α−オレフィン共重合体樹脂、エチレン−酢酸ビニル共重合体樹脂、エチレン−(メタ)アクリル酸(エステル)共重合体樹脂、ポリプロピレン系樹脂、リアクタ−PPアロイ樹脂、及び熱可塑性ゴムから選ばれた少なくとも1種により形成されている、請求項1に記載の水膨張体連続人工堰用複合チューブ材料。   The resin coating layer of the water-blocking tarpaulin film material layer is made of vinyl chloride resin, polyurethane elastomer resin, polyester elastomer resin, styrene elastomer resin, polyamide elastomer resin, ethylene-α-olefin copolymer resin, ethylene-acetic acid. It is formed of at least one selected from vinyl copolymer resin, ethylene- (meth) acrylic acid (ester) copolymer resin, polypropylene resin, reactor-PP alloy resin, and thermoplastic rubber. The composite tube material for a water expansion body continuous artificial weir described in 1. 前記遮水ターポリン膜材層において、前記基布とその上に形成された熱可塑性樹脂層との積層体が、2層以上に積層結着されている、請求項1に記載の水膨張体連続人工堰用複合チューブ材料。   The water-swelling tarpaulin film material layer, wherein the laminated body of the base fabric and the thermoplastic resin layer formed thereon is laminated and bonded to two or more layers. Composite tube material for artificial weirs. 前記透水メッシュシート層が、5〜50%の空隙率を有する、請求項1に記載の水膨張体連続人工堰用複合チューブ材料。   The composite tube material for water expansion body continuous artificial weirs according to claim 1, wherein the water-permeable mesh sheet layer has a porosity of 5 to 50%. 前記透水メッシュシート層の熱可塑性樹脂層が、塩化ビニル系樹脂、ポリウレタン系樹脂、ポリエステル系樹脂、酢酸ビニル系共重合体樹脂及びアクリル系共重合体樹脂から選ばれた少なくとも1種からなる熱可塑性樹脂を含む、請求項1に記載の水膨張体連続人工堰用複合チューブ材料。   The thermoplastic resin layer of the water-permeable mesh sheet layer is a thermoplastic resin comprising at least one selected from a vinyl chloride resin, a polyurethane resin, a polyester resin, a vinyl acetate copolymer resin, and an acrylic copolymer resin. The composite tube material for water expansion body continuous artificial weirs of Claim 1 containing resin. 請求項1〜5のいずれか1項に記載の複合チューブ材料からなる長尺チューブ部材と、その両末端に装着されている連結遮水部材とを有する長尺チューブ複合体であって、前記連結遮水部材が、遮水手段と、他の長尺チューブ複合体の連結遮水部材に結合する連結手段とを有し、この長尺チューブ複合体が、それにポンプ注水することにより水密性長尺チューブ膨張体に転換し得ることを特徴とする水膨張体連続人工堰用水密性長尺チューブ複合体。   A long tube composite comprising a long tube member made of the composite tube material according to any one of claims 1 to 5 and a connected water-impervious member attached to both ends thereof, wherein the connection The water-impervious member has a water-impervious means and a connecting means coupled to a connected water-impervious member of another long tube composite. A water-tight long tube composite for a water expansion body continuous artificial weir, characterized in that it can be converted into a tube expansion body.
JP2003370474A 2002-11-06 2003-10-30 Composite tube material for water expansion body continuous artificial weir and watertight long tube composite containing the same Expired - Fee Related JP4152299B2 (en)

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