JP3492120B2 - Civil engineering tape-like member and civil engineering net member made of this tape-like member - Google Patents

Civil engineering tape-like member and civil engineering net member made of this tape-like member

Info

Publication number
JP3492120B2
JP3492120B2 JP30389696A JP30389696A JP3492120B2 JP 3492120 B2 JP3492120 B2 JP 3492120B2 JP 30389696 A JP30389696 A JP 30389696A JP 30389696 A JP30389696 A JP 30389696A JP 3492120 B2 JP3492120 B2 JP 3492120B2
Authority
JP
Japan
Prior art keywords
tape
civil engineering
water
shaped member
thermoplastic resin
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP30389696A
Other languages
Japanese (ja)
Other versions
JPH10131163A (en
Inventor
譲二 日野林
力 田中
義弘 小松
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.)
Takiron Co Ltd
Original Assignee
Takiron 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 Takiron Co Ltd filed Critical Takiron Co Ltd
Priority to JP30389696A priority Critical patent/JP3492120B2/en
Publication of JPH10131163A publication Critical patent/JPH10131163A/en
Application granted granted Critical
Publication of JP3492120B2 publication Critical patent/JP3492120B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

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、土木用テープ状部
材及びこのテープ状部材からなる土木用ネット部材に関
し、特に、道路、造成地等の地盤の補強や、軟弱地盤に
おける盛土の沈下防止のために土中に敷設して使用され
る土木用テープ状部材及びこのテープ状部材からなる土
木用ネット部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tape-shaped member for civil engineering and a net member for civil engineering comprising the tape-shaped member, and particularly, for reinforcement of ground such as roads and land for construction, and prevention of settlement of embankment on soft ground. The present invention relates to a civil engineering tape member used by being laid in the ground and a civil engineering net member including the tape member.

【0002】[0002]

【従来の技術】従来より、道路、造成地等の地盤の補強
や、軟弱地盤における盛土の沈下防止のために土中に敷
設して使用される土木用ネット部材には、種々のタイプ
のものが開発、実用化されており、本件出願人も、一軸
延伸した合成樹脂テープを縦糸及び横糸として、これら
を所定間隔をあけて互いに交差させ、それぞれの交点部
分を溶着した土木用ネット部材を提案している(実願平
1−32382号)。
2. Description of the Related Art Conventionally, there are various types of civil engineering net members that are laid and used in the ground to reinforce the ground such as roads and landscaping, and to prevent the settlement of embankments on soft ground. Has been developed and put into practical use, and the applicant also proposed a civil engineering net member in which uniaxially stretched synthetic resin tapes were used as warp threads and weft threads, which were crossed with each other at a predetermined interval and the intersections were welded together. (Japanese Patent Application No. 1-32382).

【0003】この土木用ネット部材は、引張強度が大き
く、目崩れしにくい上に、適度の柔軟性と剛性を有し、
取扱いや製造が容易であるなど、種々の長所を有するも
のである。
This civil engineering net member has high tensile strength, is hard to collapse, and has appropriate flexibility and rigidity.
It has various advantages such as easy handling and manufacturing.

【0004】[0004]

【発明が解決しようとする課題】ところで、この種の土
木用ネット部材を、道路、造成地等の地盤の補強や、軟
弱地盤における盛土の沈下防止のために土中に敷設して
使用する場合、通常、土層の排水を促すために不織布シ
ート等の透水性部材を併用し、土中に土木用ネット部材
と透水性部材を所定の間隔をあけて幾層にも敷設するよ
うにしている。しかしながら、土中に土木用ネット部材
と透水性部材を所定の間隔をあけて幾層にも敷設する作
業は、人手により行う必要があるため、作業効率が低
く、また、土木用ネット部材及び透水性部材の敷設間隔
がばらつく等、施工精度の点でも問題があった。
By the way, when this type of civil engineering net member is laid and used in the soil to reinforce the ground such as roads and land, and to prevent the settlement of embankments on soft ground. , Usually, a water-permeable member such as a non-woven sheet is used together to promote drainage of the soil layer, and a civil engineering net member and a water-permeable member are laid in layers in the soil at a predetermined interval. . However, the work of laying a number of layers of the civil engineering net member and the water permeable member in the soil at a predetermined interval requires manual work, so the work efficiency is low, and the civil engineering net member and the water permeable member are permeable. There was also a problem in terms of construction accuracy, such as variations in the intervals at which the flexible members were laid.

【0005】本発明は、上記従来の土木用ネット部材及
びこれと併用される透水性部材の有する問題に鑑みてな
されたもので、それ自体で土層の排水を行う機能を備え
ている土木用テープ状部材及びこのテープ状部材からな
る土木用ネット部材を提供することを目的とする。
The present invention has been made in view of the problems of the above-described conventional net member for civil engineering and the water permeable member used together therewith, and for civil engineering having a function of draining the soil layer by itself. An object is to provide a tape-shaped member and a civil engineering net member including the tape-shaped member.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本発明の土木用テープ状部材は、一軸延伸したポリ
プロピレン又は超高分子ポリエチレンよりなる芯テープ
を積層した長尺の透水性部材の周囲又は上下両面に誘電
率の高い熱可塑性樹脂を押出被覆又は積層被覆すること
により一体化するとともに、前記熱可塑性樹脂被覆層に
透水性を付与したことを特徴とする。ここで、「熱可塑
性樹脂被覆層に透水性を付与」するとは、本発明の土木
用テープ状部材を土中に敷設して使用した場合、土中の
水が熱可塑性樹脂被覆層を通って、その内側に位置する
透水性部材に吸収される機能を備えていることを意味す
る。なお、熱可塑性樹脂被覆層に透水性を付与する具体
的な手段としては、この被覆層を連続気泡性の熱可塑性
樹脂で以て構成する方法のほか、被覆層に少なくとも被
覆層の内側に位置する透水性部材にまで達する小孔を穿
設する方法があり、さらに必要に応じて、この両者を併
用することもできる。また、ポリプロピレン又は超高分
子ポリエチレンよりなる芯テープは、一層又は複数の芯
テープを積層したものを使用することができる。
In order to achieve the above object, a tape-shaped member for civil engineering of the present invention is a uniaxially stretched poly tape.
Core tape made of propylene or ultra-high molecular weight polyethylene
Along the periphery of a long water-permeable member that is laminated or upper and lower surfaces are integrated by extrusion coating or laminated coating of a thermoplastic resin having a high dielectric constant, while imparting water permeability to the thermoplastic resin coating layer. Characterize. Here, "to impart water permeability to the thermoplastic resin coating layer" means that when the tape-shaped member for civil engineering of the present invention is laid in the soil and used, water in the soil passes through the thermoplastic resin coating layer. , Which means that it has a function of being absorbed by the water permeable member located inside thereof. Incidentally, as a specific means for imparting water permeability to the thermoplastic resin coating layer, other than a method of forming this coating layer with an open-cell thermoplastic resin, the coating layer is positioned at least inside the coating layer. There is a method of forming a small hole reaching the water permeable member, and both of them can be used together as required. In addition, polypropylene or ultra high
Core tape made of child polyethylene is a single or multiple core
A stack of tapes can be used.

【0007】本発明の土木用テープ状部材は、透水性部
材と、この透水性部材を被覆する透水性を有する誘電率
の高い熱可塑性樹脂被覆層とから構成されているため、
土木用テープ状部材を土中に敷設することにより、土層
の排水を行うことができるとともに、この土木用テープ
状部材同士又は異種の誘電率の高い熱可塑性樹脂被覆層
を形成した土木用テープ状部材を、縦糸及び横糸として
互いに交差させ、その交点部分に高周波電解を印加する
ことにより、誘電率の高い熱可塑性樹脂が分子歪みと分
子摩擦を起こして急速に誘電加熱され、強固に溶着する
ことができる。このとき、誘電率の低い他の部材は、誘
電加熱されにくいため、劣化することがなく、高強度、
高品質のネット部材を得ることができる。また、一軸延
伸したポリプロピレン又は超高分子ポリエチレンよりな
る芯テープを積層することにより、引張強度が極めて大
きい土木用テープ状部材を得ることができる。
The tape-shaped member for civil engineering of the present invention comprises a water-permeable member and a water-permeable thermoplastic resin coating layer having a high dielectric constant, which coats the water-permeable member.
By laying the civil engineering tape-shaped member in the soil, the soil layer can be drained, and the civil engineering tape formed with the civil engineering tape-shaped members or a different thermoplastic resin coating layer having a high dielectric constant. -Shaped members cross each other as warp and weft, and high-frequency electrolysis is applied to the intersections, so that thermoplastic resin with high dielectric constant undergoes molecular distortion and molecular friction to be rapidly dielectrically heated and firmly welded. be able to. At this time, since other members having a low dielectric constant are less likely to be dielectrically heated, they do not deteriorate and have high strength,
A high quality net member can be obtained. Also, uniaxial extension
Made from expanded polypropylene or ultra-high molecular weight polyethylene
By stacking core tapes, the tensile strength is extremely high.
A tape-shaped member for grain civil engineering can be obtained.

【0008】また、透水性部材は、厚さが1mm以上の
ポリエステル長繊維不織布シートから構成することがで
きる。
Further, the water permeable member can be composed of a polyester filament non-woven fabric sheet having a thickness of 1 mm or more.

【0009】ポリエステル長繊維不織布シートは、透水
係数、強度保持率及び耐疲労性が良好であるため、長期
間に亘って良好な排水性能を維持することができる。
Since the polyester long-fiber non-woven fabric sheet has good water permeability, strength retention and fatigue resistance, it can maintain good drainage performance for a long period of time.

【0010】また、透水性部材は、透水性を有するチュ
ーブ状部材から構成することができる。ここで、「透水
性を有するチューブ状部材」とは、直径1〜3mm程度
の網状又は表面に多数の小孔を有する合成樹脂製のチュ
ーブ状部材を意味し、このチューブ状部材を多数並列し
て透水性部材を構成するようにする。
Further, the water permeable member may be made of a water permeable tubular member. Here, the "tube-shaped member having water permeability" means a net-shaped member having a diameter of about 1 to 3 mm or a tube member made of a synthetic resin having a large number of small holes on the surface, and a large number of the tube-shaped members are arranged in parallel. To form a water-permeable member.

【0011】チューブ状部材は、透水係数、強度保持率
等を自由に設計することができることから、敷設する土
層の性状に適応した排水性能を有する土木用テープ状部
材を得ることができる。
Since the tubular member can be designed freely in terms of water permeability, strength retention, etc., it is possible to obtain a civil engineering tape-like member having drainage performance adapted to the properties of the soil layer to be laid.

【0012】また、熱可塑性樹脂は、エチレン−酢酸ビ
ニル共重合体又は塩化ビニル樹脂のいずれかで、その被
覆厚さが0.1mm以上であることが望ましい。
The thermoplastic resin is either ethylene-vinyl acetate copolymer or vinyl chloride resin, and it is desirable that the coating thickness is 0.1 mm or more.

【0013】これにより、高周波溶着性が向上し、穏や
かな溶着条件の下で芯テープ等の他の部材を傷めること
なく縦糸と横糸の交点部分を強固に溶着することができ
る。特に、酢酸ビニルを5〜35重量%含むエチレン−
酢酸ビニル共重合体は、酢酸ビニルの含有率が多くなる
ほど高周波溶着性が良くなり、また、融点が140℃以
下と低いので芯テープ等の他の部材を波覆するときにこ
れらを熱で傷める心配もない。酢酸ビニルの含有率が5
重量%未満では高周波溶着性がかなり低下する傾向があ
り、35重量%を越えると被覆膜の強度不足を招く傾向
があるので、いずれもあまり好ましくない。また、熱可
塑性樹脂の被覆厚さが0.1mm未満では、縦糸と横糸
の交点部分の高周波溶着強度が不十分となり、土木用ネ
ット部材を構成したときに大きな引張力が作用すると交
点部分が剥離して目崩れを生じるおそれがあるため、
0.1mm以上の被覆厚さとするのが好ましい。
As a result, the high-frequency welding property is improved, and under the mild welding conditions, the intersections of the warp yarns and the weft yarns can be firmly welded without damaging other members such as the core tape. In particular, ethylene containing 5 to 35% by weight of vinyl acetate
The vinyl acetate copolymer has a better high-frequency weldability as the content of vinyl acetate increases, and has a low melting point of 140 ° C. or lower, so that other members such as a core tape are damaged by heat when they are covered. Don't worry. The vinyl acetate content is 5
If it is less than wt%, the high frequency weldability tends to be considerably deteriorated, and if it exceeds 35 wt%, the strength of the coating film tends to be insufficient, so that both are not preferable. Further, if the thermoplastic resin coating thickness is less than 0.1 mm, the high frequency welding strength at the intersection of the warp and weft becomes insufficient, and when a large tensile force acts when constructing the civil engineering net member, the intersection is separated. And there is a risk of collapsing,
The coating thickness is preferably 0.1 mm or more.

【0014】また、本発明の土木用ネット部材は、上記
の土木用テープ状部材のいずれかを、縦糸又は横糸の少
なくとも一方に使用し、該糸と、誘電率の高い熱可塑性
樹脂被覆層を形成した土木用テープ状部材からなる他方
の糸とを所定間隔をあけて互いに交差させ、それぞれの
交点部分を高周波溶着したことを特徴とする。
In the civil engineering net member of the present invention, any one of the above-mentioned civil engineering tape members is used for at least one of the warp yarn and the weft yarn, and the yarn and the thermoplastic resin coating layer having a high dielectric constant are used. It is characterized in that the other thread formed of the civil engineering tape-shaped member is crossed with each other at a predetermined interval, and the respective intersections are high-frequency welded.

【0015】本発明の土木用ネット部材は、土中に土木
用ネット部材を敷設することにより、土層の補強と排水
を併せて行うことができる。
In the civil engineering net member of the present invention, the civil engineering net member can be reinforced and drained at the same time by laying the civil engineering net member in the soil.

【0016】[0016]

【発明の実施の形態】以下、本発明の土木用テープ状部
材及びこのテープ状部材からなる土木用ネット部材の実
施の形態を図面に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a tape-shaped member for civil engineering and a net member for civil engineering comprising the tape-shaped member of the present invention will be described below with reference to the drawings.

【0017】図1及び図2(a)は、本発明の土木用テ
ープ状部材の一実施例を示す。この土木用テープ状部材
Tは、一軸延伸したポリプロピレン又は超高分子ポリエ
チレンよりなる芯テープ3の両面に長尺の透水性部材
2,2を積層し、その周囲を誘電率が高く、かつ透水性
を有する熱可塑性樹脂1で押出被覆して構成したもので
ある。土木用テープ状部材Tの厚さtは、透水性部材
2,2、芯テープ3等の部材の厚さによって左右される
が、その取扱性等を考慮すると、2.0〜10.0m
m、好ましくは、2.0〜5.0mmに、また、その幅
Wは、10〜300mm、好ましくは、10〜100m
mに形成する。
1 and 2A show an embodiment of the civil engineering tape member of the present invention. This civil engineering tape-shaped member T is obtained by laminating long water-permeable members 2 and 2 on both surfaces of a core tape 3 made of uniaxially stretched polypropylene or ultra-high-molecular polyethylene, and having a high dielectric constant and water-permeability around its periphery. It is formed by extrusion coating with a thermoplastic resin 1 having The thickness t of the civil engineering tape-shaped member T depends on the thickness of the water-permeable members 2 and 2, the core tape 3 and the like, but in consideration of its handleability, etc., 2.0 to 10.0 m.
m, preferably 2.0 to 5.0 mm, and its width W is 10 to 300 mm, preferably 10 to 100 m.
m.

【0018】被覆層1を構成する熱可塑性樹脂として
は、誘電率が高くて高周波溶着性の良い樹脂、例えば、
塩化ビニル樹脂やエチレン−酢酸ビニル共重合体等が好
適に使用され、望ましくは、酢酸ビニルの含有率が5〜
35重量%(更に望ましくは15〜30重量%)のエチ
レン−酢酸ビニル共重合体が使用される。このエチレン
−酢酸ビニル共重合体は、酢酸ビニルの含有率が多くな
るほど高周波溶着性が向上し、穏やかな溶着条件の下で
透水性部材2,2や芯テープ3を傷めることなく高周波
溶着することが可能であり、しかも、融点が140℃以
下と低いので、透水性部材2,2や芯テープ3を被覆す
るときにこれらの部材を熱で傷める心配がない。なお、
酢酸ビニルの含有率が5重量%未満では高周波溶着性が
かなり低下する傾向があり、また35重量%を越えると
被覆膜の強度不足を招く傾向があるので、いずれも望ま
しくない。また、熱可塑性樹脂被覆層1に透水性を付与
する具体的な手段としては、この被覆層1を連続気泡性
の熱可塑性樹脂で以て構成する方法のほか、被覆層1に
少なくとも被覆層1の内側に位置する透水性部材2,2
にまで達する小孔を穿設する方法があり、さらに必要に
応じて、この両者を併用することもできる。これによ
り、この土木用テープ状部材を土中に敷設して使用した
場合、土中の水を、熱可塑性樹脂被覆層1を通して、そ
の内側に位置する透水性部材2,2に吸収させることが
できる。
The thermoplastic resin forming the coating layer 1 is a resin having a high dielectric constant and a high frequency welding property, for example,
Vinyl chloride resin, ethylene-vinyl acetate copolymer, etc. are preferably used, and the content of vinyl acetate is preferably 5 to 5.
35 wt% (more preferably 15-30 wt%) ethylene-vinyl acetate copolymer is used. This ethylene-vinyl acetate copolymer has improved high-frequency weldability as the content of vinyl acetate increases, and high-frequency welding is possible under mild welding conditions without damaging the water-permeable members 2 and 2 or the core tape 3. In addition, since the melting point is as low as 140 ° C. or lower, there is no fear that the water-permeable members 2 and 2 and the core tape 3 are damaged by heat when they are coated. In addition,
If the content of vinyl acetate is less than 5% by weight, the high-frequency weldability tends to be considerably deteriorated, and if it exceeds 35% by weight, the strength of the coating film tends to be insufficient, which is not preferable. Further, as a concrete means for imparting water permeability to the thermoplastic resin coating layer 1, in addition to the method of forming the coating layer 1 with an open-cell thermoplastic resin, at least the coating layer 1 is provided in the coating layer 1. Water-permeable members 2 and 2 located inside
There is a method of forming a small hole reaching up to the above, and if necessary, both of them can be used together. As a result, when this civil engineering tape-shaped member is laid and used in the soil, water in the soil can be absorbed through the thermoplastic resin coating layer 1 into the water-permeable members 2 and 2 located inside. it can.

【0019】この熱可塑性樹脂被覆層1の被覆厚さは、
0.1mm以上、好ましくは0.5〜1.0mm程度で
あり、0.lmmより薄くなると、後述の土木用ネット
部材を製造する際に、縦糸と横糸の交点部分の溶着強度
が不足するため、ネット部材に大きな引張力が作用した
ときに交点部分が剥離して目崩れを生じ易くなる。ま
た、この熱可塑性樹脂被覆層1の表面には、テープの縦
裂けを防止するとともに、溶着性を良くするための凹凸
皺11を形成することが望ましい。
The coating thickness of this thermoplastic resin coating layer 1 is
0.1 mm or more, preferably about 0.5 to 1.0 mm, and 0. If the thickness is less than 1 mm, the welding strength at the intersection of the warp yarn and the weft becomes insufficient when manufacturing a net member for civil engineering, which will be described later. Therefore, when a large tensile force acts on the net member, the intersection portion peels off and collapses. Is likely to occur. Further, it is desirable to form uneven wrinkles 11 on the surface of the thermoplastic resin coating layer 1 for preventing vertical tearing of the tape and improving the weldability.

【0020】また、透水性部材2には、一般的には、合
成繊維不織布シートを使用するが、このうち特に、透水
係数、強度保持率及び耐疲労性が良好なポリエステル長
繊維不織布シート、例えば、ユニチカ株式会社製のポリ
エステル長繊維不織布シート(品番AN200B(厚さ
2.1mm、透水係数(面内)5×10−1cm/se
c)、AN300B(厚さ3.0mm、透水係数(面
内)5×10−1cm/sec))を使用することが望
ましい。この場合、ポリエステル長繊維不織布シートの
厚さは、長期間に亘って良好な排水性能を維持すること
ができる1mm以上、好ましくは1.5〜3.5mm程
度のものを使用することが望ましい。
A synthetic fiber non-woven fabric sheet is generally used as the water permeable member 2. Of these, a polyester long fiber non-woven fabric sheet having good water permeability, strength retention and fatigue resistance, for example, is used. Polyester long-fiber non-woven fabric sheet manufactured by Unitika Ltd. (Part number AN200B (thickness 2.1 mm, water permeability coefficient (in-plane) 5 × 10 −1 cm / se)
c), AN300B (thickness 3.0 mm, water permeability coefficient (in-plane) 5 × 10 −1 cm / sec)) is preferably used. In this case, it is desirable to use a polyester long-fiber nonwoven fabric sheet having a thickness of 1 mm or more, preferably about 1.5 to 3.5 mm, which can maintain good drainage performance for a long period of time.

【0021】また、芯テープ3は、ポリブロピレン又は
超高分子ポリエチレンを溶融押出成形した帯状体を90
〜140℃の温度域で5〜20倍、好ましくは7〜10
倍に一軸延伸したテープであって、その厚さは、0.0
5〜1.0mm、好ましくは、0.2〜0.5mmのも
のが使用される。なお、延伸倍率が5倍より小さい芯テ
ープは、分子配向による引張強度の向上が顕著でなく、
延伸倍率が20倍より大きい芯テープは、フィブリル化
による引張強度の低下がみられるので、いずれもあまり
好ましくない。また、延伸倍率が5〜20倍でも、厚さ
が0.05mmより薄い芯テープは、絶対的な強度が不
足する傾向があり、厚さが1mmより大きい芯テープ
は、剛性が高くて巻回性が悪く取扱性が低下する傾向が
あるので、やはり好ましくない。
Further, the core tape 3 is a strip-shaped body formed by melt-extruding polypropylene or ultra-high molecular weight polyethylene.
5 to 20 times in the temperature range of 140 ° C, preferably 7 to 10
A uniaxially stretched tape having a thickness of 0.0
5 to 1.0 mm, preferably 0.2 to 0.5 mm is used. In the core tape having a draw ratio of less than 5 times, the improvement in tensile strength due to molecular orientation is not remarkable,
Core tapes having a draw ratio of more than 20 times are not preferable because the tensile strength decreases due to fibrillation. Even when the draw ratio is 5 to 20 times, a core tape having a thickness of less than 0.05 mm tends to lack absolute strength, and a core tape having a thickness of more than 1 mm has high rigidity and is wound. It is also unfavorable since it has poor properties and tends to have poor handleability.

【0022】本実施例の土木用テープ状部材Tは、上記
のように芯テープ3の両面に長尺の透水性部材2,2を
積層し、その周囲を熱可塑性樹脂1で押出被覆するよう
にしているが、これに代えて、透水性部材2,2の上下
面に熱可塑性樹脂を積層被覆してもよい。また、芯テー
プ3は、一層のものに限定されるものではなく、複数の
芯テープを積層したものを使用することができる。これ
により、芯テープの積層数を変更することによって引張
強度を容易に増減調節することができ、しかも、芯テー
プを複数積層したものは、その合計厚さの一層の芯テー
プよりも剛性が低くなるので、引張強度が実質的に同じ
であるにもかかわらず、巻回性が良く取扱性が向上する
利点がある。
In the civil engineering tape-shaped member T of this embodiment, the long water-permeable members 2 and 2 are laminated on both surfaces of the core tape 3 as described above, and the periphery thereof is extrusion-coated with the thermoplastic resin 1. However, instead of this, the upper and lower surfaces of the water-permeable members 2 and 2 may be laminated and coated with a thermoplastic resin. Further, the core tape 3 is not limited to one layer, and a plurality of core tapes laminated can be used. This makes it possible to easily increase or decrease the tensile strength by changing the number of laminated core tapes, and moreover, a laminate of a plurality of core tapes has a lower rigidity than that of a single core tape having a total thickness. Therefore, there is an advantage that the winding property is good and the handleability is improved even though the tensile strengths are substantially the same.

【0023】以上、本発明の土木用テープ状部材につい
て説明したが、本発明は、上記実施例のものに限定され
ず、その趣旨を逸脱しない範囲において、その構成を変
更することが可能である。図2にその変形例を示す。な
お、特に言及しない限り、その基本構成は、図1及び図
2(a)に示した土木用テープ状部材Tと同様である。
Although the civil engineering tape-like member of the present invention has been described above, the present invention is not limited to the above-mentioned embodiments, and its configuration can be changed without departing from the spirit thereof. . FIG. 2 shows a modification thereof. Unless otherwise specified, the basic configuration is the same as the civil engineering tape-shaped member T shown in FIGS. 1 and 2A.

【0024】図2(b)に示すものは、一軸延伸したポ
リプロピレン又は超高分子ポリエチレンよりなる芯テー
プ3の片面に長尺の透水性部材2を積層し、その周囲を
誘電率が高く、かつ透水性を有する熱可塑性樹脂1で押
出被覆して構成したものである。
In FIG. 2 (b), a long water-permeable member 2 is laminated on one surface of a core tape 3 made of uniaxially stretched polypropylene or ultra-high molecular polyethylene, and its periphery has a high dielectric constant and It is formed by extrusion coating with a water-permeable thermoplastic resin 1.

【0025】図2(c)に示すものは、狭い幅の一軸延
伸したポリプロピレン又は超高分子ポリエチレンよりな
る芯テープ3,3,3を間隔をあけて並列し、その両面
に長尺の透水性部材2,2を積層し、その周囲を誘電率
が高く、かつ透水性を有する熱可塑性樹脂1で押出被覆
して構成したものである。この場合、各芯テープ3,
3,3間の隙間4,4を通水路として利用できるため、
排水性能を向上することができる。
In FIG. 2 (c), core tapes 3, 3, 3 made of uniaxially stretched polypropylene or ultra-high molecular weight polyethylene having a narrow width are arranged in parallel with each other, and both sides thereof have long water permeability. The members 2 and 2 are laminated, and the periphery thereof is extrusion-coated with a thermoplastic resin 1 having a high dielectric constant and water permeability. In this case, each core tape 3,
Because it can be used as a water passage between the gaps 3 and 4,
The drainage performance can be improved.

【0026】図2(d)に示すもの(参考例)は、芯テ
ープを設けずに長尺の透水性部材2の周囲を誘電率が高
く、かつ透水性を有する熱可塑性樹脂1で押出被覆して
構成したものである。この場合、引張強度は低下する
が、厚みのある透水性部材2を使用できるため、排水性
能を向上することができる。
The one shown in FIG. 2D (reference example) is extrusion-coated with a thermoplastic resin 1 having a high dielectric constant and water permeability around the long water-permeable member 2 without providing a core tape. It has been configured. In this case, although the tensile strength is reduced, the water-permeable member 2 having a large thickness can be used, so that the drainage performance can be improved.

【0027】図2(e)に示すものは、一軸延伸したポ
リプロピレン又は超高分子ポリエチレンよりなる芯テー
プ3の両面に透水性部材として透水性を有するチューブ
状部材2aを多数並列して積層し、その周囲を誘電率が
高く、かつ透水性を有する熱可塑性樹脂1で押出被覆し
て構成したものである。この透水性を有するチューブ状
部材2aとしては、直径1〜3mm程度の網状又は表面
に多数の小孔を有するポリプロピレン、ポリエチレン等
の合成樹脂製のチューブ状部材を使用することができ
る。この場合、チューブ状部材2aは、透水係数、強度
保持率等を自由に設計することができることから、敷設
する土層の性状に適応した排水性能等を有する土木用テ
ープ状部材を得ることができる。
FIG. 2 (e) shows a core tape 3 made of uniaxially stretched polypropylene or ultra-high molecular polyethylene, and a plurality of water-permeable tubular members 2a are laminated in parallel on both surfaces of the core tape 3. The periphery thereof is extrusion-coated with a thermoplastic resin 1 having a high dielectric constant and water permeability. As the water-permeable tubular member 2a, a tubular member made of a synthetic resin such as polypropylene or polyethylene having a diameter of about 1 to 3 mm or a large number of small holes on the surface can be used. In this case, since the tubular member 2a can be freely designed in terms of water permeability, strength retention, etc., it is possible to obtain a civil engineering tape-shaped member having drainage performance adapted to the properties of the soil layer to be laid. .

【0028】以上、本発明の土木用テープ状部材につい
て説明してきたが、この土木用テープ状部材は、そのま
ま単独で使用されるほか、図3に示すように、この土木
用テープ状部材のいずれかを、縦糸T1又は横糸T2の
少なくとも一方(通常は縦糸T1)に使用し、該糸と、
誘電率の高い熱可塑性樹脂被覆層を形成した土木用テー
プ状部材からなる他方の糸とを所定間隔をあけて互いに
交差させ、それぞれの交点部分を高周波溶着することに
より、土層の補強と排水を併せて行うことができる土木
用ネット部材Nを構成することができる。
Although the civil engineering tape-shaped member of the present invention has been described above, the civil engineering tape-shaped member can be used alone as it is, and as shown in FIG. 3, any of the civil engineering tape-shaped members can be used. Is used for at least one of the warp yarn T1 and the weft yarn T2 (usually the warp yarn T1), and
Reinforcing and draining the soil layer by intersecting the other thread made of the tape-shaped member for civil engineering with a high-dielectric-constant thermoplastic resin coating layer at a specified interval and welding each intersection with high frequency. It is possible to configure a civil engineering net member N that can also perform the above.

【0029】この土木用ネット部材Nは、方形の網目を
形成するように縦糸T1と横糸T2を所定間隔をあけて
直角に交差させるとともに、平織のように交点部分で縦
糸T1と横糸T2の上下関係を交互に逆転させて重ね合
わせ、それぞれの交点部分を高周波溶着したものであ
る。なお、縦糸T1及び横糸T2のそれぞれの間隔は、
ネット部材Nの用途を考慮して適宜決定することができ
る。また、縦糸T1と横糸T2は、菱形の網目を形成す
るように網体の長さ方向に対して斜めに交差させてもよ
く、また、縦糸T1と横糸T2の上下関係は、全ての交
点部分で縦糸T1が横糸T2の上側又は下側となるよう
に重ねてもよい。
In the civil engineering net member N, the warp threads T1 and the weft threads T2 are intersected at right angles with a predetermined interval so as to form a square mesh, and the warp threads T1 and the weft threads T2 are vertically arranged at intersections like a plain weave. The relationship is alternately reversed and overlapped, and the respective intersections are high-frequency welded. The space between the warp yarn T1 and the weft yarn T2 is
It can be appropriately determined in consideration of the use of the net member N. The warp yarn T1 and the weft yarn T2 may intersect diagonally with respect to the length direction of the net body so as to form a rhombic mesh, and the vertical relationship between the warp yarn T1 and the weft yarn T2 is not limited to all intersection points. The warp yarn T1 may be overlaid on the upper side or the lower side of the weft yarn T2.

【0030】縦糸T1と横糸T2の交点部分を高周波溶
着する場合、縦糸T1と同数の溶着ヘッドを縦糸T1の
間隔と同じ間隔をあけて横一列に設けた高周波溶着装置
(図示省略)を使用し、横一列に並んだ交点部分を同時
に高周波溶着することが望ましい。溶着条件は、熱可塑
性樹脂被覆層1の種類や被覆厚さ等を考慮して適宜設定
すればよいが、通常、周波数が10〜40MHz、出力
が3〜20kW、発信時間が2〜15秒、加圧力が2〜
15kgf/cmの条件を採用して、効率良く高周波
溶着することができる。
In the case of high-frequency welding at the intersection of the warp yarn T1 and the weft yarn T2, a high-frequency welding device (not shown) is used in which the same number of welding heads as the warp yarn T1 are provided in a horizontal row at the same intervals as the warp yarn T1. It is desirable to simultaneously weld the intersecting portions arranged in a horizontal line at a high frequency. The welding conditions may be appropriately set in consideration of the type of the thermoplastic resin coating layer 1, the coating thickness, etc., but usually the frequency is 10 to 40 MHz, the output is 3 to 20 kW, the transmission time is 2 to 15 seconds, Pressure is 2
By adopting the condition of 15 kgf / cm 2 , high frequency welding can be performed efficiently.

【0031】上記の条件で縦糸T1と横糸T2の交点部
分に高周波電界を印加すると、誘電率の高い熱可塑性樹
脂被覆層1が急速に誘電加熱され、強固に溶着される
が、誘電率の低い材料で構成された透水性部材2や芯テ
ープ3は誘電加熱されにくいため、交点部分で熱劣化す
ることは殆どない。したがって、得られるネット部材N
は、縦糸T1及び/又は横糸T2が一軸延伸された芯テ
ープ3本来の優れた引張強度を殆ど損なうことがないの
で強度が極めて大きく、しかも、縦糸T1と横糸T2の
交点部分の溶着強度が大きいので目崩れ等を生じる心配
がない。
When a high frequency electric field is applied to the intersection of the warp yarn T1 and the weft yarn T2 under the above conditions, the thermoplastic resin coating layer 1 having a high dielectric constant is rapidly dielectrically heated and firmly welded, but the dielectric constant is low. Since the water permeable member 2 and the core tape 3 made of a material are hard to be dielectrically heated, they are hardly thermally deteriorated at the intersection. Therefore, the obtained net member N
Of the core tape 3 in which the warp yarn T1 and / or the weft yarn T2 are uniaxially stretched does not substantially impair the original excellent tensile strength, so that the strength is extremely large, and the welding strength at the intersection of the warp yarn T1 and the weft yarn T2 is large. Therefore, there is no need to worry about the eyes collapsing.

【0032】この土木用ネット部材Nは、道路、造成地
等の地盤の補強や、軟弱地盤における盛土の沈下防止の
ために土中に敷設して使用されるが、図4に示すよう
に、通常、その端部を法面5等に露出させ、透水性を有
する熱可塑性樹脂被覆層1及び透水性部材2を介して土
中の余剰水を外部に排水するようにする。この場合、土
木用ネット部材Nは、土中に略水平に敷設され、ダルシ
ーの法則に従って、下記式(1)、(2)に示すとお
り、土中の余剰水を外部に排水することができるもので
ある。 Q=kAH/L=kAi ・・・・・(1) v=Q/A=kH/L=ki ・・・・・(2) ここで、Q:流量 k:透水係数 A:透水性部材の断面積 H:水頭 i:動力勾配 v:流速 L:単位距離 である。
The civil engineering net member N is used by being laid in the soil for reinforcement of the ground such as roads and landslides, and prevention of embankment settlement on soft ground. As shown in FIG. Usually, the end portion is exposed on the slope 5 or the like, and the surplus water in the soil is discharged to the outside through the water-permeable thermoplastic resin coating layer 1 and the water-permeable member 2. In this case, the civil engineering net member N is laid substantially horizontally in the soil, and excess water in the soil can be discharged to the outside according to Darcy's law as shown in the following formulas (1) and (2). It is a thing. Q = kAH / L = kAi (1) v = Q / A = kH / L = ki (2) where Q: flow rate k: water permeability coefficient A: water permeable member Cross-sectional area H: head i: power gradient v: flow velocity L: unit distance.

【0033】[0033]

【発明の効果】本発明の土木用テープ状部材によれば、
透水性部材と、この透水性部材を被覆する透水性を有す
る誘電率の高い熱可塑性樹脂被覆層とから構成されてい
るため、土木用テープ状部材を土中に敷設することによ
り、土層の排水を行うことができるとともに、この土木
用テープ状部材同士又は異種の誘電率の高い熱可塑性樹
脂被覆層を形成した土木用テープ状部材を、縦糸及び横
糸として互いに交差させ、その交点部分に高周波電解を
印加することにより、誘電率の高い熱可塑性樹脂が分子
歪みと分子摩擦を起こして急速に誘電加熱され、強固に
溶着することができる。このとき、誘電率の低い他の部
材は、誘電加熱されにくいため、劣化することがなく、
高強度、高品質の土木用ネット部材を得ることができ
る。また、このようにして得られた本発明の土木用ネッ
ト部材は、土中に土木用ネット部材を敷設することによ
り、土層の補強と排水を併せて行うことができ、このた
め、土中に土木用ネット部材と透水性部材を所定の間隔
をあけて幾層にも敷設する従来の工法と比較して、作業
効率及び施工精度を向上することができる。
According to the tape-shaped member for civil engineering of the present invention,
Since it is composed of a water-permeable member and a thermoplastic resin coating layer having a high water permeability and covering the water-permeable member, by laying a civil engineering tape-like member in the soil, Along with being able to perform drainage, the civil engineering tape-shaped members or the civil engineering tape-shaped members on which different types of thermoplastic resin coating layers with high dielectric constants are crossed as warp and weft threads, and high-frequency waves are applied at the intersections. By applying the electrolysis, the thermoplastic resin having a high dielectric constant undergoes molecular strain and molecular friction to be rapidly dielectrically heated and firmly welded. At this time, since other members having a low dielectric constant are less likely to be dielectrically heated, they do not deteriorate,
It is possible to obtain a high-strength, high-quality civil engineering net member. Further, the civil engineering net member of the present invention thus obtained, by laying the civil engineering net member in the soil, it is possible to perform both reinforcement and drainage of the soil layer, therefore, in the soil In addition, the work efficiency and the construction accuracy can be improved as compared with the conventional construction method in which the civil engineering net member and the water permeable member are laid in multiple layers at a predetermined interval.

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

【図1】本発明の土木用テープ状部材の一実施例を示す
斜視図である。
FIG. 1 is a perspective view showing an embodiment of a tape-shaped member for civil engineering of the present invention.

【図2】同変形例を示す断面図である。FIG. 2 is a cross-sectional view showing the same modified example.

【図3】本発明の土木用ネット部材の一実施例を示す斜
視図である。
FIG. 3 is a perspective view showing an embodiment of the civil engineering net member of the present invention.

【図4】土木用ネット部材を敷設した状態を示す説明図
である。
FIG. 4 is an explanatory view showing a state in which a civil engineering net member is laid.

【符号の説明】[Explanation of symbols]

1 熱可塑性樹脂被覆層 2 透水性部材 2a チューブ状部材(透水性部材) 3 芯テープ N 土木用ネット部材 T 土木用テープ状部材 1 Thermoplastic resin coating layer 2 Water-permeable material 2a Tube-shaped member (water-permeable member) 3 core tape N Civil engineering net material T Civil engineering tape

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−106217(JP,A) 特開 平8−121094(JP,A) 特開 平3−180611(JP,A) 特開 平8−151634(JP,A) (58)調査した分野(Int.Cl.7,DB名) E02D 3/00 102 E02D 3/10 103 E02D 17/18 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-5-106217 (JP, A) JP-A-8-121094 (JP, A) JP-A-3-180611 (JP, A) JP-A-8- 151634 (JP, A) (58) Fields surveyed (Int.Cl. 7 , DB name) E02D 3/00 102 E02D 3/10 103 E02D 17/18

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 一軸延伸したポリプロピレン又は超高分
子ポリエチレンよりなる芯テープを積層した長尺の透水
性部材の周囲又は上下両面に誘電率の高い熱可塑性樹脂
を押出被覆又は積層被覆することにより一体化するとと
もに、前記熱可塑性樹脂被覆層に透水性を付与したこと
を特徴とする土木用テープ状部材。
1. A uniaxially stretched polypropylene or ultra high content
In addition to extruding or laminating a thermoplastic resin having a high dielectric constant on the periphery or both upper and lower surfaces of a long water-permeable member in which a core tape made of child polyethylene is laminated, the water permeability of the thermoplastic resin coating layer is achieved. A tape-shaped member for civil engineering, which is characterized by imparting properties.
【請求項2】 透水性部材が、厚さが1mm以上のポリ
エステル長繊維不織布シートからなることを特徴とする
請求項1に記載の土木用テープ状部材。
2. The water-permeable member is made of a polyester long-fiber nonwoven fabric sheet having a thickness of 1 mm or more.
The tape-shaped member for civil engineering according to claim 1 .
【請求項3】 透水性部材が、透水性を有するチューブ
状部材からなることを特徴とする請求項1に記載の土木
用テープ状部材。
3. The tape-shaped member for civil engineering according to claim 1 , wherein the water-permeable member is a water-permeable tube-shaped member.
【請求項4】 熱可塑性樹脂が、エチレン−酢酸ビニル
共重合体又は塩化ビニル樹脂のいずれかで、その被覆厚
さが0.1mm以上であることを特徴とする請求項1、
2又は3に記載の土木用テープ状部材。
4. The thermoplastic resin is either an ethylene-vinyl acetate copolymer or a vinyl chloride resin and has a coating thickness of 0.1 mm or more .
The tape-shaped member for civil engineering according to 2 or 3 .
【請求項5】 請求項1〜4のいずれか1項記載の土木
用テープ状部材を、縦糸又は横糸の少なくとも一方に使
用し、該糸と、誘電率の高い熱可塑性樹脂被覆層を形成
した土木用テープ状部材からなる他方の糸とを所定間隔
をあけて互いに交差させ、それぞれの交点部分を高周波
溶着したことを特徴とするネット部材。
5. A tape-shaped member for civil engineering according to any one of claims 1 to 4 is used for at least one of warp yarns or weft yarns to form the yarn and a thermoplastic resin coating layer having a high dielectric constant. A net member, characterized in that the other thread made of a civil engineering tape-shaped member is crossed with each other at a predetermined interval, and the respective intersections are high-frequency welded.
JP30389696A 1996-10-29 1996-10-29 Civil engineering tape-like member and civil engineering net member made of this tape-like member Expired - Fee Related JP3492120B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30389696A JP3492120B2 (en) 1996-10-29 1996-10-29 Civil engineering tape-like member and civil engineering net member made of this tape-like member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30389696A JP3492120B2 (en) 1996-10-29 1996-10-29 Civil engineering tape-like member and civil engineering net member made of this tape-like member

Publications (2)

Publication Number Publication Date
JPH10131163A JPH10131163A (en) 1998-05-19
JP3492120B2 true JP3492120B2 (en) 2004-02-03

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP30389696A Expired - Fee Related JP3492120B2 (en) 1996-10-29 1996-10-29 Civil engineering tape-like member and civil engineering net member made of this tape-like member

Country Status (1)

Country Link
JP (1) JP3492120B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4947847B2 (en) * 2001-04-05 2012-06-06 ダイヤテックス株式会社 Reinforced embankment sheet
JP4511081B2 (en) * 2001-06-18 2010-07-28 ダイヤテックス株式会社 Civil engineering sheet

Also Published As

Publication number Publication date
JPH10131163A (en) 1998-05-19

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