JPH11247171A - Plastic sheet for ground reinforcement - Google Patents

Plastic sheet for ground reinforcement

Info

Publication number
JPH11247171A
JPH11247171A JP6471298A JP6471298A JPH11247171A JP H11247171 A JPH11247171 A JP H11247171A JP 6471298 A JP6471298 A JP 6471298A JP 6471298 A JP6471298 A JP 6471298A JP H11247171 A JPH11247171 A JP H11247171A
Authority
JP
Japan
Prior art keywords
plastic sheet
stretching
plastic
substrate
extending
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP6471298A
Other languages
Japanese (ja)
Inventor
Kuninori Aramaki
国紀 荒牧
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.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP6471298A priority Critical patent/JPH11247171A/en
Publication of JPH11247171A publication Critical patent/JPH11247171A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To sufficiently endure tensile strength applied on the collapse of filling by vertically and horizontally arranging the knife cutting part of the holes of circles or the like in zigzag in their direction to be cut on a plastic base plate and extending the base plate in the vertical direction. SOLUTION: Rectangular holes 12 are vertically and horizontally arranged on a polyethylene-made plastic base plate 11 in zigzag, and extended under heating to obtain a plastic sheet 110 . Rectangular holes 120 formed by extending the rectangular holes 12 drilled in the plastic base plate 11 comprise an edge part 13 molecular-oriented by continuously extending in the extension direction and an edge part 14 affected at the time of extending processing before and after it, extension force is dispersed for extending the part (b) of the intersection of both, and no crack occurs at the part. If a fin part is formed on the edge part of the extension direction, the part is bent at the time of pulling to be large resistance, and collapse of filling can be suppressed effectively.

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】本発明は地盤補強用プラスチ
ックシ−トの構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a plastic sheet for reinforcing ground.

【0002】[0002]

【従来の技術】近年、住宅の建設が急増し、そのため盛
土によって住宅地が整備されることが多い。又、土木工
事現場にあっても急勾配盛土による道路の建設等が数多
く見られる。これらの盛土は地すべりは全く許されず、
このため種々の対策がなされている。即ち、盛土中に網
を層状に配置し、地滑りを防ぐと共に盛土を安定化する
方策が広く採用されており、従前より、耐食性のあるプ
ラスチック製等の網が用いられていた。
2. Description of the Related Art In recent years, the construction of houses has rapidly increased, and therefore, residential areas are often prepared by embankment. In addition, there are many road constructions on steep embankments at civil engineering sites. These embankments do not allow landslides at all,
For this reason, various measures have been taken. That is, a method of arranging nets in layers in the embankment to prevent landslides and stabilize the embankment has been widely adopted, and a net made of corrosion-resistant plastic or the like has been used conventionally.

【0003】しかし、未延伸のポリエチレン製の網にあ
っては地中に埋設された際、土圧等による引張力、即ち
地滑りに対して網の伸び率が著しく大きく、盛土の補強
材としては大きな効果は期待できない。
However, unstretched polyethylene nets, when buried in the ground, have a remarkably high tensile strength due to earth pressure or the like, that is, the elongation rate of the nets against landslides. No big effect can be expected.

【0004】従って、近年ではこのような対策として一
軸(又は二軸方向)に延伸して分子配向させた網が用い
られるようになってきたが、盛土の地滑りに対する指針
として土中に埋設される網の土中からの引抜抵抗の大き
いものが好ましいにもかかわらず、十分満足されていな
いことも事実であった。
Accordingly, in recent years, nets oriented uniaxially (or biaxially) and oriented in a molecule have been used as such a measure, but they are buried in the soil as a guide for landslides of embankments. It is also true that, despite the fact that nets having a high resistance to pulling out of the soil from the soil are preferred, they are not sufficiently satisfied.

【0005】地盤補強用プラスチックシ−トの一例とし
て特公平1−32060号がある。これはポリエチレン
基板に丸孔を開け、これを一軸(又は二軸方向)に延伸
して地盤補強用プラスチックシ−トとしたものである。
ここで一軸延伸にて得られたプラスチックシ−トをもっ
て更に説明すると、一般に盛土の傾斜面に沿ってエキス
パンドメタルを沿え、これに水平に前記したプラスチッ
クシ−トを固定し、この上に約50cmの盛土を行い、
次いでこの上に同様にプラスチックシ−トを配し盛土を
行うものであり、これを順次繰返して盛土地盤が完成す
るものである。勿論、プラスチックシ−トの配置方向は
上方より見て延伸方向を傾斜面に直角に配置されて盛土
が行われる。
As an example of a plastic sheet for reinforcing the ground, there is Japanese Patent Publication No. 1-32060. In this technique, a round hole is formed in a polyethylene substrate, and the hole is stretched uniaxially (or biaxially) to obtain a plastic sheet for ground reinforcement.
Here, the plastic sheet obtained by the uniaxial stretching will be further described. In general, the expanded sheet is fixed along the expanded metal along the slope of the embankment, and about 50 cm above the expanded sheet. Embankment,
Next, a plastic sheet is similarly placed on the sheet, and embankment is performed. This is sequentially repeated to complete the embankment. Of course, the embedding is performed by disposing the plastic sheet at a right angle to the inclined surface in the extending direction when viewed from above.

【0006】かかる盛土上には戸建て住宅や工場等の構
築物が建設されることとなるため、盛土された土が少し
でも崩れてはならない。このことは盛土が滑り落ちよう
とする力を、埋設されたプラスチックシ−トにて十分に
耐えるものでなくてはならない。即ち、プラスチックシ
−ト側から見れば、盛土の崩落に耐え得る強度を有して
いなければならない。
[0006] Since a building such as a detached house or a factory is to be constructed on the embankment, the embanked soil must not collapse even a little. This means that the embedded plastic sheet must be able to withstand the force of the embankment sliding down. That is, when viewed from the plastic sheet side, it must have enough strength to withstand the collapse of the embankment.

【0007】[0007]

【発明が解決しようとする課題】本発明は地盤中に埋め
られる新規な構造のプラスチックシ−トを提供するもの
であり、更に言えば、盛土の崩落に加わる引張強度に十
分耐え得る強度の高いプラスチックシ−トを提供するも
のである。
SUMMARY OF THE INVENTION The present invention provides a plastic sheet having a novel structure which is buried in the ground, and more particularly, has a high strength enough to withstand the tensile strength applied to the collapse of the embankment. It is intended to provide a plastic sheet.

【0008】[0008]

【課題を解決するための手段】本発明は以上の課題を解
決するためになされたものであって、その第1の要旨
は、プラスチック基板上に円形(楕円形を含む)又は矩
形の孔のナイフカット部を千鳥状にかつ縦横に方向を揃
えて刻設し、前記基板を縦方向に延伸し、前記孔を構成
する縁部を延伸方向に引き伸ばして分子配向したことを
特徴とする地盤補強用プラスチックシ−トにかかるもの
である。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and a first gist of the present invention is to form a circular (including oval) or rectangular hole on a plastic substrate. Ground reinforcement characterized in that knife-cut portions are engraved in a staggered manner and aligned in the vertical and horizontal directions, the substrate is stretched in the vertical direction, and the edges constituting the holes are stretched in the stretching direction and are molecularly oriented. Plastic sheet for use.

【0009】そして第2の要旨は、プラスチック基板上
にH型又はU型のナイフカット部を千鳥状にかつ縦横に
方向を揃えて刻設し、前記基板を縦方向に延伸し、前記
ナイフカット部を延伸方向に引き伸ばして分子配向した
ことを特徴とする地盤補強用プラスチックシ−トにかか
るものである。
The second gist is that an H-shaped or U-shaped knife cut portion is engraved on a plastic substrate in a staggered manner and aligned in the vertical and horizontal directions, and the substrate is stretched in the vertical direction and the knife cut portion is formed. The present invention relates to a plastic sheet for ground reinforcement characterized in that a portion is stretched in a stretching direction and is molecularly oriented.

【0010】[0010]

【発明の実施の形態】一般に、プラスチック基板の延伸
手段としては、まず孔あき基板を形成し、次いでこれを
加熱下に一軸方向に延伸し、延伸部は分子配向されて強
度的に極めてすぐれたものとなるため、予想される盛土
の崩落方向とこの延伸方向とを合致させて土中に埋設さ
れるものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Generally, as a means for stretching a plastic substrate, first, a perforated substrate is formed, and then this is stretched in a uniaxial direction under heating, and the stretched portion is molecularly oriented and has extremely excellent strength. Therefore, the embankment is buried in the soil by matching the expected collapse direction of the embankment with this extension direction.

【0011】しかるに、従前のプラスチックシ−トにあ
っては、穿孔された孔が主として延伸される縁部(延伸
方向)と、ほとんど延伸されない縁部(延伸方向と直角
方向)とからなる開口部となるが、その両縁部の交点に
おいてクラックが入り易く、一個所でもクラックが入る
とプラスチックシ−ト全体として強度が弱くなり、盛土
の崩落の防止には供し得ないプラスチックシ−トとな
る。
However, in the conventional plastic sheet, an opening portion is mainly composed of an edge portion (extending direction) where the perforated hole is mainly extended, and an edge portion (extending direction perpendicular to the extending direction) which is hardly extended. However, cracks are likely to occur at the intersections of the two edges, and if a crack is found in any one place, the strength of the plastic sheet as a whole is weakened, resulting in a plastic sheet that cannot be used to prevent the collapse of the embankment. .

【0012】一方、本発明のように延伸に供される孔や
ナイフカット部を千鳥状に縦横に配列しておけば、延伸
して得られる開口部の延伸方向の縁部全体が延伸に供さ
れることになるためこの部位が強化され、かつ、延伸時
の引張力が一個所に集中することなく分散され、クラッ
クのない強度的に優れたプラスチックシ−トとなるもの
である。
On the other hand, if holes and knife cut portions to be stretched are arranged vertically and horizontally in a zigzag pattern as in the present invention, the entire edge in the stretching direction of the opening obtained by stretching is subjected to stretching. Therefore, this portion is strengthened, and the tensile force at the time of stretching is dispersed without being concentrated at one place, so that a plastic sheet excellent in strength and free of cracks is obtained.

【0013】本発明のプラスチックシ−トにあっては、
熱可塑性エラストマ−製の基板が好ましく、例えば高密
度ポリエチレン、ポリプロピレンが用いられ、通常はプ
ラスチック基板に穿設される孔が矩形であり、この孔の
縁部にヒレ部が形成されていてもよく、プラスチック基
板にH型或いはU型のナイフカット部を構成すれば、ヒ
レ部が必然的に構成されることとなる。
In the plastic sheet of the present invention,
A substrate made of a thermoplastic elastomer is preferable, for example, high-density polyethylene or polypropylene is used. Usually, a hole formed in a plastic substrate is rectangular, and a fin may be formed at an edge of the hole. If an H-shaped or U-shaped knife cut portion is formed on a plastic substrate, a fin portion is inevitably formed.

【0014】尚、このヒレ部は土中からの引抜抵抗を極
めて増大させるものであって、盛土側から言えば土が崩
れようとする方向に土をよぎる面積を大きく形成したも
のである。即ち、プラスチックシ−トの引抜方向に向け
てヒレ部を形成したものであり、このヒレ部が引抜力に
対して上又は下側に折曲がるためその面積が増大し、引
抜抵抗が増大するものとなる。好ましくは、予めプラス
チック基板(シ−ト)に対してヒレ部に角度を付与して
おくのもよい。
[0014] The fin portion greatly increases the resistance to pulling out of the soil, and has a large area that crosses the soil in the direction in which the soil tends to collapse when viewed from the embankment side. That is, a fin portion is formed in the direction in which the plastic sheet is pulled out, and the fin portion is bent upward or downward with respect to the pulling force, so that the area thereof increases and the pulling resistance increases. Becomes Preferably, the fin may be given an angle with respect to the plastic substrate (sheet) in advance.

【0015】[0015]

【実施例】以下、本発明のプラスチックシ−トを図面を
もって更に詳細に説明する。先ず、従前のヒレ部を有し
ないプラスチックシ−ト310 を示すと、図1はその延
伸前のプラスチック基板31の平面図、図2は延伸後の
プラスチックシ−ト310 の平面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the plastic sheet of the present invention will be described in more detail with reference to the drawings. First, a plastic sheet having no fin portion of the previously - when indicating the door 31 0, 1 is a plan view of the plastic substrate 31 before the stretching, Figure 2 is a plastic sheet after stretching - is a plan view of a preparative 31 0 .

【0016】このプラスチック基板31はポリエチレン
製であり、これにプレス加工にて矩形の孔32(長辺3
1 、短辺322 )を穿設したものであって、これをプ
ラスチック基板31に縦横に並べて穿設した。そしてこ
の矩形の孔32の長辺321方向に加熱下に延伸してプ
ラスチックシ−ト310 を得た。
The plastic substrate 31 is made of polyethylene, and has a rectangular hole 32 (long side 3) formed by pressing.
2 1 , short side 32 2 ), which were pierced on the plastic substrate 31 vertically and horizontally. The plastic sheet was stretched under heating in the long side 32 in one direction of the rectangular holes 32 - to give the door 31 0.

【0017】基板31に形成された矩形の孔32は延伸
されて矩形の孔320 となるが、長辺321 の部位は延
伸のために引延ばされ細くかつ薄い辺3211となり、分
子配向されているために強度的に極めて強い部位となっ
ている。尚、短辺322 は延伸時にも影響されずほとん
ど原寸のままでありその厚さもほぼそのままである。し
かるに、図中のa部は延伸された長辺321 と原寸のま
まの短辺322 との交点であり、この部位に延伸時の歪
みが集中してかかることになり、ここに延伸時に破断の
発生を見る。
The rectangular holes 32 formed in the substrate 31 is being stretched a rectangular hole 32 0, the site of the long side 32 1 is extended arguments for stretching thin and thin sides 32 11, and the molecular Due to the orientation, it is an extremely strong part. Incidentally, the short sides 32 2 remains in is the thickness of the most original size without being affected even when stretching is also substantially intact. However, the portion a in the figure is the intersection of the elongated long side 32 1 and the short side 32 2 at the original size, and the strain during the stretching is concentrated on this portion. Watch the break occur.

【0018】以下、本発明のプラスチックシ−トを実施
例をもって更に詳細に説明する。図3及び図4は本発明
のプラスチックシ−トの第1例を示すものであり、図3
はポリエチレン製のプラスチック基板11に矩形の孔1
2を千鳥状に縦横に配列した際の平面図である。そし
て、プラスチック基板11を加熱下に延伸してプラスチ
ックシ−ト110 を得るものであり、図4はこの延伸後
のプラスチックシ−ト110 の平面図である。
Hereinafter, the plastic sheet of the present invention will be described in more detail with reference to examples. FIGS. 3 and 4 show a first example of the plastic sheet of the present invention.
Is a rectangular hole 1 in a plastic substrate 11 made of polyethylene.
FIG. 2 is a plan view when 2 are arranged vertically and horizontally in a staggered manner. Then, by stretching under heating a plastic substrate 11 plastic sheets - are those obtained bets 11 0, 4 plastic sheet after the stretching - is a plan view of a preparative 11 0.

【0019】図でも分かるように、基板11に穿孔され
た矩形の孔12が延伸して形成された矩形の孔120
延伸方向に連続して引き伸ばされて分子配向した縁部1
3と、その前後にこれ又延伸加工に際して影響を受ける
縁部14とからなっており、両者の交点の部位bはいず
れも延伸するために延伸の力が分散され、この部位にク
ラックを生じないという特徴がある。尚、延伸方向の縁
部にヒレ部を形成しておけば、この部位が引き抜き時に
折曲がって大きな抵抗になり、盛土の崩壊を効果的に抑
えることになる。
[0019] As can be seen in the figure, the hole 12 0 rectangular rectangular hole 12 drilled in the substrate 11 is formed by stretching is stretched continuously in the stretching direction molecularly oriented edge 1
3 and before and after the edge portion 14 which is also affected during the stretching process. At the intersection b of the two portions, the stretching force is dispersed because of stretching, and no crack is generated at this portion. There is a feature. If a fin portion is formed at the edge in the stretching direction, this portion is bent at the time of pulling out, resulting in a large resistance, thereby effectively suppressing the collapse of the embankment.

【0020】図5及び図6は本発明のプラスチックシ−
トの第2例を示すものであり、図5はポリエチレン製の
プラスチック基板21にH型にナイフカット22を入れ
た平面図であり、これは加熱されたプラスチック基板2
1上に図示しないH型ナイフを多数備えたプレス或いは
ロ−ルにて縦横にカット部22を千鳥状にかつ方向を合
わせて縦横に刻設するものである。従って、刻設された
カット部22はH型にナイフカットされ、中央部が切断
されてヒレ部25をなすものである。
FIGS. 5 and 6 show the plastic seal of the present invention.
FIG. 5 is a plan view showing an H-shaped knife cut 22 in a plastic substrate 21 made of polyethylene, which shows a heated plastic substrate 2.
1, a cut or cut portion 22 is engraved vertically and horizontally in a zigzag manner by a press or a roll provided with a large number of H-shaped knives (not shown). Therefore, the engraved cut portion 22 is knife-cut into an H shape, and the center portion is cut to form the fin portion 25.

【0021】そして、このヒレ部25を備えた方向にプ
ラスチック基板21を加熱下に延伸してプラスチックシ
−ト210 を得るものであり、図6はこの延伸後のプラ
スチックシ−ト210 の平面図である。図でも分かるよ
うに、H型のナイフカット部22はヒレ部25以外のカ
ット部22が延伸され、特に延伸方向の縁部23は連続
して延伸されて矩形の孔220 が形成されたものであ
り、交点bにクラックの入る現象が低減されたものであ
る。
[0021] Then, the plastic sheet is stretched in a direction having the fin portion 25 of the plastic substrate 21 under heating - are those obtained bets 21 0, 6 plastic sheet after the stretching - DOO 21 0 It is a top view. As can be seen in the figure, those knives cut portion 22 of the H-type cutting unit 22 other than the fin portion 25 is stretched, the rectangular holes 22 0 is formed in particular extending direction of the edge portion 23 are drawn in succession And the phenomenon of cracking at the intersection point b is reduced.

【0022】[0022]

【発明の効果】本発明は以上の通り、延伸されてえられ
たプラスチックシ−トの開口部を構成する各片の交点に
クラックの発生の低下を見たものであり、この実用的価
値は極めて高い。
As described above, the present invention has been found to reduce the occurrence of cracks at the intersections of the pieces constituting the opening of the plastic sheet obtained by stretching. Extremely high.

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

【図1】図1は従前のプラスチックシ−トを製造する際
の基板の平面図である。
FIG. 1 is a plan view of a substrate when a conventional plastic sheet is manufactured.

【図2】図2は図1の基板を延伸した際のプラスチック
シ−トの平面図である。
FIG. 2 is a plan view of a plastic sheet when the substrate of FIG. 1 is stretched.

【図3】図3は本発明のプラスチックシ−トの第1例の
基板の平面図である。
FIG. 3 is a plan view of a substrate of a first example of the plastic sheet of the present invention.

【図4】図4は図3の基板を延伸した際のプラスチック
シ−トの平面図である。
FIG. 4 is a plan view of the plastic sheet when the substrate of FIG. 3 is stretched.

【図5】図5は本発明のプラスチックシ−トの第2例の
基板の平面図である。
FIG. 5 is a plan view of a substrate of a second example of the plastic sheet of the present invention.

【図6】図6は図5の基板を延伸した際のプラスチック
シ−トの平面図である。
FIG. 6 is a plan view of the plastic sheet when the substrate of FIG. 5 is stretched.

【符号の説明】[Explanation of symbols]

11、21‥‥プラスチック基板、 110 、210 ‥‥プラスチックシ−ト、 12‥‥プラスチック基板に穿孔した孔、 120 ‥‥延伸によって形成された矩形の孔、 13、23‥‥延伸されて分子配向した縁部、 14‥‥延伸されない縁部、 22‥‥ナイフカット部、 220 ‥‥延伸によって形成された矩形の孔、 25‥‥ヒレ部、 b‥‥縁部の交点。11 and 21 ‥‥ plastic substrate, 11 0, 21 0 ‥‥ plastic sheet - DOO, 12 ‥‥ plastic substrates drilled hole, 12 0 ‥‥ rectangular hole formed by stretching, is 13, 23 ‥‥ stretched edge molecularly oriented Te, 14 ‥‥ not stretched edge, 22 ‥‥ knife cut portion, 22 0 ‥‥ stretching rectangular hole formed by, 25 ‥‥ fin portion, the intersection of b ‥‥ edge.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 プラスチック基板上に多数の孔を千鳥状
に縦横に方向を揃えて刻設し、前記基板を縦方向に延伸
し、前記孔を構成する縁部を延伸方向に引き伸ばして分
子配向したことを特徴とする地盤補強用プラスチックシ
−ト。
1. A method for forming a plurality of holes on a plastic substrate in a zigzag pattern in a vertical and horizontal direction, stretching the substrate in the vertical direction, and stretching the edges of the holes in the stretching direction to molecular orientation. A plastic sheet for reinforcing a ground, characterized in that:
【請求項2】 プラスチック基板上にH型又はU型のナ
イフカット部を千鳥状に縦横に方向を揃えて刻設し、前
記基板を縦方向に延伸し、前記ナイフカット部を延伸方
向に引き伸ばして分子配向したことを特徴とする地盤補
強用プラスチックシ−ト。
2. An H-shaped or U-shaped knife cut portion is engraved on a plastic substrate in a staggered manner in the vertical and horizontal directions, the substrate is stretched in the vertical direction, and the knife cut portion is stretched in the stretching direction. A plastic sheet for ground reinforcement characterized by being molecularly oriented.
JP6471298A 1998-02-26 1998-02-26 Plastic sheet for ground reinforcement Pending JPH11247171A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6471298A JPH11247171A (en) 1998-02-26 1998-02-26 Plastic sheet for ground reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6471298A JPH11247171A (en) 1998-02-26 1998-02-26 Plastic sheet for ground reinforcement

Publications (1)

Publication Number Publication Date
JPH11247171A true JPH11247171A (en) 1999-09-14

Family

ID=13266050

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6471298A Pending JPH11247171A (en) 1998-02-26 1998-02-26 Plastic sheet for ground reinforcement

Country Status (1)

Country Link
JP (1) JPH11247171A (en)

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