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JP2560082Y2 - Civil engineering sheet - Google Patents

Civil engineering sheet

Info

Publication number
JP2560082Y2
JP2560082Y2 JP6626293U JP6626293U JP2560082Y2 JP 2560082 Y2 JP2560082 Y2 JP 2560082Y2 JP 6626293 U JP6626293 U JP 6626293U JP 6626293 U JP6626293 U JP 6626293U JP 2560082 Y2 JP2560082 Y2 JP 2560082Y2
Authority
JP
Japan
Prior art keywords
civil engineering
sheet
woven
split
monofilament
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP6626293U
Other languages
Japanese (ja)
Other versions
JPH0735529U (en
Inventor
孝明 三宅
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.)
Hagihara Industries Inc
Original Assignee
Hagihara Industries Inc
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 Hagihara Industries Inc filed Critical Hagihara Industries Inc
Priority to JP6626293U priority Critical patent/JP2560082Y2/en
Publication of JPH0735529U publication Critical patent/JPH0735529U/en
Application granted granted Critical
Publication of JP2560082Y2 publication Critical patent/JP2560082Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Laminated Bodies (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、土砂留め、ブロック等
の不等沈下防止、根固め等の土木用途に使用されるシ−
トに関するものである。
Industrial Applicability The present invention relates to a sheet used for civil engineering applications such as earth and sand retaining, unequal settlement prevention of blocks, etc., and consolidation.
About

【0002】[0002]

【従来の技術】従来、土木用シ−トとして、合成樹脂繊
維織物や合成樹脂繊維不織布が、土砂等の補強、土砂と
水の分離等を目的として広く利用されている。合成樹脂
繊維織物は、糸条としてフィルムやフィラメントを延伸
配向して高強力を付与したフラットヤ−ン、モノフィラ
メント、マルチフィラメント等を経緯糸に用いて織編成
されたものであるが、これらは土砂の補強性、捕捉性、
寸法安定性を追求した場合、織成密度をあげて引張、引
裂強力等を大きくする方法が採られるが、織成密度を上
げすぎることにより、透水性が劣り、重量の増加に伴い
取り扱いの不便なものとなる。一方、合成樹脂繊維不織
布は、スパンボンド法、ニ−ドルパンチ法、カ−ド法等
を採用して製造されるもので、織物に比較してその強度
は弱く方向性があるため、高強度付与に際して積層等で
高目付にするが、繊維密度が大きくなることで透水性が
劣るものとなるのである。
2. Description of the Related Art Conventionally, synthetic resin fiber fabrics and synthetic resin fiber nonwoven fabrics have been widely used as sheets for civil engineering, for the purpose of reinforcing earth and sand, separating earth and sand from water, and the like. Synthetic resin fiber woven fabrics are woven and knitted using flat yarns, monofilaments, multifilaments, etc., which are stretched and oriented as films or filaments to impart high strength, to weft yarns. Reinforcement, capture,
In the case of pursuing dimensional stability, a method of increasing the woven density to increase the tensile and tear strength, etc. is adopted, but if the woven density is too high, the water permeability is inferior, and handling is inconvenient due to the increase in weight. It becomes something. On the other hand, synthetic resin fiber non-woven fabrics are manufactured by using a spun bond method, a needle punch method, a card method, and the like. At this time, a high basis weight is obtained by lamination or the like.

【0003】[0003]

【考案が解決しようとする課題】本考案は、このような
課題を解決するもので、土砂等の補強効果が大きく、土
砂等の捕捉性に優れ、透水性および強力の高い土木用途
に適したシ−トを提供せんとするものである。
[Problems to be Solved by the Invention] The present invention is intended to solve such problems, and has a large reinforcing effect on earth and sand, is excellent in catching earth and sand, and is suitable for civil engineering having high permeability and strength. No sheet will be provided.

【0004】[0004]

【課題を解決するための手段】本考案は、経緯糸の一方
に割繊したスプリットヤ−ンを密に、他方にモノフィラ
メントを粗に打ち込み織成したフィルタ−層と、経緯糸
にモノフィラメントを用いたメッシュ状補強層とを積
層、接合してなる引張強力が100kg/3cm以上、透水係数
3.0×10-2cm/sec.以上であることを特徴とする土木用シ
−トである。
According to the present invention, a filter layer in which split yarns split into one of the warp yarns are densely implanted and monofilaments are coarsely implanted into the other weft yarns, and monofilaments are used as the warp yarns. Laminated and joined with a mesh-like reinforcing layer, tensile strength of 100kg / 3cm or more, water permeability
It is a sheet for civil engineering characterized by being at least 3.0 × 10 -2 cm / sec.

【0005】本考案の土木用シ−トは、スプリットヤ−
ンとモノフィラメントを織成したフィルタ−層と、モノ
フィラメントのメッシュ状補強層の2層構造物であり、
フィルタ−層が土砂等の捕捉性と透水性の付与に主に起
因し、メッシュ状補強層が土砂等の補強に主に起因する
ので、目的とする効果を兼ね備えたシ−トとなるのであ
る。
[0005] The civil engineering sheet of the present invention is a split gear.
A two-layer structure of a filter layer woven with a filament and a monofilament, and a mesh-like reinforcing layer of a monofilament,
Since the filter layer is mainly caused by the trapping property of soil and the like and the water permeability, and the mesh-like reinforcing layer is mainly caused by reinforcement of the soil and the like, the sheet has the desired effect. .

【0006】フィルタ−層に関し、経緯糸の一方にスプ
リットヤ−ンを密に打ち込み、他方にモノフィラメント
を粗に打ち込み織成した織布が使用される。
With respect to the filter layer, a woven fabric is used in which a split yarn is densely driven into one of the warp yarns and a monofilament is coarsely driven into the other and woven.

【0007】スプリットヤ−ンとは、合成樹脂を溶融状
態で押出機からTダイフラット法またはインフレ−ショ
ン法にて無定形のフィルムを製膜し、冷却して10〜20mm
幅にスリットした後、縦方向に2〜8倍程度延伸配向さ
せ次いで熱処理することで得られるフラットヤ−ンにお
いて、カッタ刃を円周上に多数設け刃先位置をスパイラ
ル状に配置した回転刃ロ−ルを高速で回転させ、フラッ
トヤ−ンに切れ目を入れて割繊起毛させたものである。
[0007] A split yarn is a method in which an amorphous film is formed from an extruder in the molten state of a synthetic resin by a T-die flat method or an inflation method and cooled to 10 to 20 mm.
In a flat yarn obtained by slitting to a width, stretching and stretching about 2 to 8 times in the longitudinal direction, and then heat-treating, a rotary blade roll in which a number of cutter blades are provided on the circumference and the cutting edge positions are arranged in a spiral shape. The flat yarn is cut at a high speed, and the flat yarn is cut and raised.

【0008】このスプリットヤ−ンを経緯糸の一方に密
に打ち込むことにより、土砂等の捕捉性を有し、微細繊
維化されることにより通水経路が確保された透水性の高
い織布となるのであり、高い透水性の妨げにならないよ
うに経緯糸の他方にはモノフィラメントを粗に打ち込む
ものである。つまり、ここに言う密な打込みとは糸条の
隣接した状態であり、粗な打込みとは糸条が適宜間隔を
有した状態で織成される状態を表すものである。
[0008] The split yarn is densely driven into one of the warp yarns, so that the woven fabric has a high water-permeability woven fabric which has a trapping property for earth and sand and the like, and which is formed into fine fibers to ensure a water passage. Therefore, a monofilament is roughly driven into the other of the warp yarns so as not to hinder high water permeability. That is, the dense driving means a state in which the yarns are adjacent to each other, and the coarse driving means a state in which the yarns are woven at appropriate intervals.

【0009】メッシュ状補強層は、フィルタ−層に更に
引張強力や引裂強力などの機械的物性を向上させ土木用
シ−トとして土砂等の補強に充分な効果を付与するため
に積層、接合されるものであるから、透水性を極力抑制
することなく強度を高めるために、経緯糸にモノフィラ
メントを用いて目開き部を有するメッシュ状とした織布
が使用されるのである。
The mesh-like reinforcing layer is laminated and joined to the filter layer in order to further improve mechanical properties such as tensile strength and tear strength and to provide a sufficient effect for reinforcing earth and sand as a sheet for civil engineering. Therefore, in order to increase the strength without suppressing the water permeability as much as possible, a woven fabric in the form of a mesh having opening portions using monofilaments for the weft is used.

【0010】ここで、スプリットヤ−ンやモノフィラメ
ントに用いられる合成樹脂は特に限定されるものではな
いが、連続生産での安定品質と経済的に量産し得ること
において熱可塑性合成樹脂が該当し、例えば、エチレ
ン、プロピレン、1−ブテン、4−メチル−1−ペンテ
ン等のα−オレフィンの単独重合体もしくは相互共重合
体またはこれらのα−オレフィンと他のコモノマ−の共
重合体からなるポリオレフィン系樹脂、ポリエステル系
樹脂、ポリアミド系樹脂、ポリ塩化ビニル系樹脂、ポリ
塩化ビニリデン−ビニル共重合体樹脂等が挙げられる。
Here, the synthetic resin used for the split yarn or the monofilament is not particularly limited, but a thermoplastic synthetic resin corresponds to stable quality in continuous production and economical mass production. For example, polyolefins comprising homopolymers or mutual copolymers of α-olefins such as ethylene, propylene, 1-butene, 4-methyl-1-pentene or copolymers of these α-olefins and other comonomers Resins, polyester resins, polyamide resins, polyvinyl chloride resins, polyvinylidene chloride-vinyl copolymer resins, and the like.

【0011】これらフィルタ−層とメッシュ状補強層を
積層、接合するには、接着剤、ヒ−トシ−ル、ホットメ
ルトウェブ或いは粉体融着等の手段により固着すること
ができるが、いずれにしても接合部分が透水性の大きな
低下をもたらすことのないよう、点状、帯状、格子状等
部分的な接合方法が採用される。
In order to laminate and join the filter layer and the mesh-like reinforcing layer, they can be fixed by an adhesive, a heat seal, a hot melt web, powder fusion or the like. Even in this case, a partial joining method such as a dot-like, band-like, or lattice-like joining method is employed so that the joining portion does not cause a large decrease in water permeability.

【0012】こうして得られる本考案の土木用シ−ト
は、その物性として、引張強力が100kg/3cm以上、透水
係数3.0×10-2cm/sec.以上であることが必要である。引
張強力が100kg/3cm未満であると土砂等の補強効果が低
下して、透水係数が3.0×10-2cm/sec.未満であると土砂
等の捕捉効果、土砂と水との分離効果が低下して、土木
用途に適したものとはなりえないのである。
The thus obtained civil engineering sheet of the present invention is required to have a tensile strength of at least 100 kg / 3 cm and a water permeability of at least 3.0 × 10 -2 cm / sec. If the tensile strength is less than 100 kg / 3 cm, the reinforcing effect of earth and sand decreases, and if the permeability is less than 3.0 × 10 -2 cm / sec., The effect of trapping earth and sand and the effect of separating soil and water are reduced. It cannot be suitable for civil engineering applications.

【0013】[0013]

【作用】本考案の土木用シ−トは、共に高強力の延伸糸
条を用いた織布の2層構造を有しながらも、割繊され微
細繊維化されたスプリットヤ−ンによる高い透水性と、
本来織布の有する高強力、寸法安定性等を兼備したもの
となるのである。
The sheet for civil engineering of the present invention has a two-layer structure of a woven fabric using a high-strength drawn yarn, but has a high water permeability due to the split yarn that has been split and made into fine fibers. Gender,
It has the high strength, dimensional stability, etc. inherent to woven fabrics.

【0014】[0014]

【実施例】以下、実施例にて説明を加える。[Embodiment] Hereinafter, an embodiment will be described.

【0015】熱可塑性合成樹脂にポリプロピレン(MI=
1.5)を選び、インフレ−ション法にて溶融温度240℃で
押し出し、冷却してフィルムを成形した後、細断してテ
−プ状とし、接触熱板延伸方式で延伸温度125℃、アニ
−リング温度135℃、延伸倍率4.8倍で延伸し、高速の回
転刃ロ−ルに接触させることにより切れ目を入れて割繊
起毛した繊度2,800drのスプリットヤ−ン4を製造し
た。
[0015] Polypropylene (MI =
1.5), extruded at a melting temperature of 240 ° C by the inflation method, cooled and formed into a film, cut into tapes, stretched by a contact hot plate stretching method at a stretching temperature of 125 ° C and annealed. The yarn was drawn at a ring temperature of 135 ° C. and at a draw ratio of 4.8, and was brought into contact with a high-speed rotary blade roll to make a split yarn 4 having a fineness of 2,800 dr which was cut and raised.

【0016】同様のポリプロピレンを選び、ノズルより
溶融温度260℃で押し出し、冷却後ウォ−タ−バス延伸
方式で延伸倍率6.5倍で延伸、熱処理を加えて繊度650dr
のモノフィラメント5を製造した。
The same polypropylene is selected, extruded from a nozzle at a melting temperature of 260 ° C., cooled, stretched by a water bath stretching method at a stretching ratio of 6.5 times, and heat treated to give a fineness of 650 dr.
Was manufactured.

【0017】経糸にモノフィラメント5、緯糸にスプリ
ットヤ−ン4を用いて織成密度6×10本/インチで平織し
たものをフィルタ−層2とした。このフィルタ−層2を
構成する緯糸スプリットヤ−ン4は間隔のない打込状態
であり、一方経糸モノフィラメント5は3mm以上の間隔
を有するものである。
The filter layer 2 was plain woven at a woven density of 6 × 10 yarns / inch using a monofilament 5 for the warp and a split yarn 4 for the weft. The weft split yarns 4 constituting the filter layer 2 are in a driven state without any spacing, while the warp monofilaments 5 have a spacing of 3 mm or more.

【0018】また、前述の650drモノフィラメント5を
経緯糸共に用いて織成密度10×10本/インチで平織した
ものをメッシュ状補強層3とした。このメッシュ状補強
層3は、経緯糸により約2mm角目開き部を有するもので
ある。
The mesh reinforcing layer 3 was obtained by plain weaving the above-mentioned 650dr monofilament 5 with both warps and weaving at a weaving density of 10 × 10 filaments / inch. The mesh-like reinforcing layer 3 has an opening of about 2 mm square by warp yarn.

【0019】こうして得られたフィルタ−層2とメッシ
ュ状補強層3の接合において、フィルタ−層2に対して
10mm間隔で凹凸のあるエンボスロ−ルを用いて、加熱
溶融させた酢酸ビニル系ホットメルト接着剤を点状に塗
布し、これにメッシュ状補強層3を積層して加熱ロ−ル
により圧着し部分的な接合部6で固着して本実施例の土
木用シ−ト1となった。本実施例の土木用途のシ−トと
しての評価を表1にまとめて示す。
In joining the filter layer 2 and the mesh-like reinforcing layer 3 thus obtained, a vinyl acetate hot melt melted by heating using an embossing roll having irregularities at intervals of 10 mm with respect to the filter layer 2. An adhesive was applied in a dot-like manner, a mesh-like reinforcing layer 3 was laminated on the adhesive, and was press-bonded by a heating roll and fixed at a partial joint portion 6 to obtain a civil engineering sheet 1 of this embodiment. . Table 1 summarizes the evaluation of this embodiment as a sheet for civil engineering use.

【0020】[0020]

【表1】 [Table 1]

【0021】[0021]

【考案の効果】本考案の土木用シ−トは、高強力を付与
された合成樹脂製延伸糸条の織物を積層した構造を有す
るので、土砂等の補強効果が大きく、寸法安定性が良好
であり施工性に優れたものとなる。また、織物でありな
がらフィルタ−層に用いる微細繊維化したスプリットヤ
−ンがシ−トに高い透水性を付与し、土砂等の捕捉性及
び透水性にも優れたもので、排水路が閉塞せず排水機能
を有し、土砂の流出が少なく土砂と水との分離の可能な
ものとなる。さらに、シ−ト自体に比較的厚みがあるの
で衝撃に対する抵抗性も大きい。したがって、護岸構築
物の不等沈下防止や法面保護、排水路側溝工事、根固
め、床固め、吸出防止、土砂留め等の土木用途に極めて
有用な土木用シ−トとなるのである。
[Effect of the Invention] The sheet for civil engineering of the present invention has a structure in which a woven fabric of drawn yarn made of synthetic resin with high strength is laminated, so that the reinforcing effect of earth and sand is large and the dimensional stability is good. Therefore, the workability is excellent. In addition, the split yarn made into fine fibers used for the filter layer, while being a woven fabric, imparts high water permeability to the sheet, and has excellent trapping properties for soil and the like and water permeability. It has a drainage function without sediment, and the sediment discharge is small and sediment and water can be separated. Further, since the sheet itself is relatively thick, it has high resistance to impact. Therefore, it is a civil engineering sheet which is extremely useful for civil engineering applications such as prevention of unequal settlement of slopes and protection of slopes, construction of drainage gutters, consolidation of floors, consolidation of floors, prevention of suction, and retaining of earth and sand.

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

【図1】本実施例の土木用シ−トの一部破断平面図であ
る。
FIG. 1 is a partially broken plan view of a civil engineering sheet according to an embodiment.

【図2】本実施例の土木用シ−トの部分拡大断面図であ
る。
FIG. 2 is a partially enlarged cross-sectional view of the civil engineering sheet of the embodiment.

【符号の説明】[Explanation of symbols]

1 土木用シ−ト 2 フィルタ−層 3 メッシュ状補強層 4 スプリットヤ−ン 5 モノフィラメント 6 接合部 DESCRIPTION OF SYMBOLS 1 Civil engineering sheet 2 Filter layer 3 Mesh reinforcing layer 4 Split yarn 5 Monofilament 6 Joint

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 経緯糸の一方に割繊したスプリットヤ−
ンを密に、他方にモノフィラメントを粗に打ち込み織成
したフィルタ−層と、経緯糸にモノフィラメントを用い
たメッシュ状補強層とを積層、接合してなる引張強力が
100kg/3cm以上、透水係数3.0×10-2cm/sec.以上である
ことを特徴とする土木用シ−ト。
A split yarn split into one of the warp yarns.
Tensile strength is obtained by laminating and joining a filter layer in which a monofilament is roughly impregnated and woven into the other, and a mesh-like reinforcing layer using a monofilament in the weft.
A sheet for civil engineering characterized by having a permeability of at least 100 kg / 3 cm and a permeability of at least 3.0 × 10 -2 cm / sec.
JP6626293U 1993-12-13 1993-12-13 Civil engineering sheet Expired - Lifetime JP2560082Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6626293U JP2560082Y2 (en) 1993-12-13 1993-12-13 Civil engineering sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6626293U JP2560082Y2 (en) 1993-12-13 1993-12-13 Civil engineering sheet

Publications (2)

Publication Number Publication Date
JPH0735529U JPH0735529U (en) 1995-07-04
JP2560082Y2 true JP2560082Y2 (en) 1998-01-21

Family

ID=13310772

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6626293U Expired - Lifetime JP2560082Y2 (en) 1993-12-13 1993-12-13 Civil engineering sheet

Country Status (1)

Country Link
JP (1) JP2560082Y2 (en)

Also Published As

Publication number Publication date
JPH0735529U (en) 1995-07-04

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