JPH11286928A - Drain material - Google Patents

Drain material

Info

Publication number
JPH11286928A
JPH11286928A JP9009098A JP9009098A JPH11286928A JP H11286928 A JPH11286928 A JP H11286928A JP 9009098 A JP9009098 A JP 9009098A JP 9009098 A JP9009098 A JP 9009098A JP H11286928 A JPH11286928 A JP H11286928A
Authority
JP
Japan
Prior art keywords
ground
water
plate
bag
drain
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
JP9009098A
Other languages
Japanese (ja)
Inventor
Yoshihiko Tanemura
宜彦 種村
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP9009098A priority Critical patent/JPH11286928A/en
Publication of JPH11286928A publication Critical patent/JPH11286928A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To improve the function by filling sand or crushed stones in a bag of mesh structure consisting of biodegradable plastics, and forming a packed drain material. SOLUTION: A plurality of packs A consisting of a bag 1 of mesh structure consisting of biodegradable plastics and sand or crushed stones filled therein are vertically stacked and buried in a water bearing ground 8 to form a vertical drain layer in the ground 8. The water in the ground 8 is sucked by the pack A to consolidate and strengthen the ground 8. Further, since the bag 1 is degraded in the ground 8, it never obstructs the excavation of the ground 8 later, and the environmental contamination can be prevented. Instead of this, a paper-like plate having a plurality of water holes provided at prescribed intervals is formed of biodegradable plastics, and it is vertically continuously buried, for example, in banking, so that the longitudinal direction of the water holes corresponds to the vertical direction of the banking to form a drain layer. According to this, the ground can be early strengthened, the trafficability can be enhanced, and the collapse of a slope or the like can be prevented.

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】本発明は地中に埋設するドレ
−ン材に関するものである。
The present invention relates to a drain material buried underground.

【0002】[0002]

【従来の技術】現在使用されているドレ−ン材は、地中
に埋設し残置することが基本となっている。
2. Description of the Related Art Drain materials currently used are basically buried underground and left.

【0003】[0003]

【発明が解決しようとする課題】上記ドレ−ン材は地中
に残置されるので、地盤の圧密後に、例えばシ−ルドや
地中構造物等を構築する際に支障となる場合が多い。
Since the drainage material is left in the ground, it often hinders the construction of a shield or an underground structure after the ground is compacted.

【0004】[0004]

【本発明の目的】上記のような課題を解決するためにな
された本発明は、地中に埋設後、短期的には水を排出し
て地盤を圧密し、長期的には地中で分解され、後に地盤
掘削等を行う際に支障とならず、また地中には何も残ら
ない地球環境にやさしいドレ−ン材を提供することにあ
る。
[Object of the present invention] The present invention has been made to solve the above-mentioned problems. After embedding in the ground, water is discharged in the short term to consolidate the ground, and in the long term, the ground is decomposed. It is another object of the present invention to provide a drainage material which is not hindered when excavating the ground later and which is environmentally friendly and leaves nothing in the ground.

【0005】[0005]

【課題を解決するための手段】前記の目的を達成するた
めに、本発明のドレ−ン材は、(1)生分解性プラスチ
ックを網目構造の袋状に形成し、砂や砕石等を充填した
袋詰めパックより構成し、(2)また、生分解性プラス
チックを板状体に形成してあり、所定の間隔をおいて一
連に通水孔を配設した前記板状体より構成し、(3)生
分解性プラスチックを板状体に形成してあり、所定の間
隔をおいて一連に通水孔を配設した前記板状体と、生分
解性プラスチックの網目構造の板状体とでサンドイッチ
構造に形成したマットより構成したことにある。
In order to achieve the above object, the drain material of the present invention comprises: (1) a biodegradable plastic formed into a mesh-shaped bag and filled with sand or crushed stone; (2) In addition, the biodegradable plastic is formed in a plate-like body, and the plate-like body is provided with a series of water holes at predetermined intervals. (3) The plate-like body in which biodegradable plastic is formed in a plate-like body and water holes are arranged in series at predetermined intervals; and a plate-like body having a network structure of biodegradable plastic. And a mat formed in a sandwich structure.

【0006】[0006]

【発明の実施の形態】以下、図面を用いて本発明の実施
の形態を説明する。 <イ>生分解性プラスチックの特徴 生分解性プラスチックは、ある程度の引張強度を持ち、
水を吸収して分解する特性を有する。また、それ自体透
水機能を持つ。これを素材として袋や各板状体2,3,
4を形成する。
Embodiments of the present invention will be described below with reference to the drawings. <B> Characteristics of biodegradable plastics Biodegradable plastics have a certain degree of tensile strength,
It has the property of absorbing water and decomposing. In addition, it has a water permeation function itself. Using this as a material, bags and each plate-like body 2, 3,
4 is formed.

【0007】<ロ>ドレ−ン材Aの実施の形態[1]
(図1) ドレ−ン材Aは、生分解性プラスチックを適度の柔らか
さをもつ網目構造の袋1に形成する。その袋1に砂7や
砕石等を詰めたパックAを、含水地盤8中に複数個を垂
直方向に積重ね埋設して、地盤8における縦方向の排水
層が形成される。そして、袋詰めパックAの透水・排水
機能により地盤8中の水は吸上げられ、圧密し強化され
る。最終的にはこの生分解性プラスチックの袋1は地盤
8中で分解するので、後に地盤8を掘削して構造物を構
築する際に支障とならず、また環境を汚染することがな
い。尚、図示の袋1は直径が10cm〜30cmの短筒
であるが、折畳み袋をひろげたものを用いてもよい。
<B> Embodiment of drain material A [1]
(FIG. 1) As the drain material A, a biodegradable plastic is formed in a bag 1 having a mesh structure having appropriate softness. A plurality of packs A in which the bags 1 are filled with sand 7 or crushed stones are vertically stacked and buried in the wet ground 8 to form a vertical drainage layer in the ground 8. Then, the water in the ground 8 is sucked up by the water permeation / drainage function of the bagging pack A, and is compacted and strengthened. Eventually, the biodegradable plastic bag 1 is decomposed in the ground 8, so that it does not hinder the later excavation of the ground 8 to construct a structure and does not pollute the environment. The illustrated bag 1 is a short cylinder having a diameter of 10 cm to 30 cm, but a bag with a folded bag may be used.

【0008】<ハ>ドレ−ン材B,Cの実施の形態
[2](図2,3) ドレ−ン材B,Cは、生分解性プラスチックを通水機能
5,6を有する板状体2,3(ペ−パ−状)に形成し、
適度の柔軟性と剛性を兼ね備えた特性を持つようにして
ある。この板状体2,3には、所定の間隔をおいて一連
の通水孔5,6が配設してあり、盛土8するときに設置
する場合、ドレ−ン材B,Cの通水孔5,6の長さ方向
が盛土8の垂直方向となるように、縦方向に連続、又は
断続的に埋設することで、盛土地盤8における縦方向の
排水層が形成される。また、ドレ−ン材B,Cは柔軟性
があり周辺の地盤8とよくなじむので、同材B,Cと土
8との間は密実になる。
<C> Embodiment of Drain Materials B and C [2] (FIGS. 2 and 3) The drain materials B and C are plate-like having biodegradable plastic water-permeable functions 5 and 6. Formed into bodies 2 and 3 (paper-like),
It has a characteristic that has both moderate flexibility and rigidity. A series of water passage holes 5 and 6 are provided at predetermined intervals in the plate-like bodies 2 and 3. By burying continuously or intermittently in the vertical direction so that the length direction of the holes 5 and 6 is the vertical direction of the embankment 8, a vertical drainage layer in the embankment 8 is formed. Further, the drain materials B and C are flexible and fit well with the surrounding ground 8, so that the space between the materials B and C and the soil 8 becomes dense.

【0009】図2のドレ−ン材Bは、やや厚く形成した
板状体2の板厚内に通水孔5を設けた場合である。
FIG. 2 shows a drain material B in which water holes 5 are provided within the thickness of a slightly thick plate 2.

【0010】図3のドレ−ン材Cは、薄く形成した板状
体2と通水孔6とを略ハニカム状にした場合である。
尚、前記各通水孔5,6は断面が円形であるが、これに
限定されない。
FIG. 3 shows a drain material C in which the thin plate-like body 2 and the water passage hole 6 are formed in a substantially honeycomb shape.
In addition, although each of the water passage holes 5 and 6 has a circular cross section, it is not limited to this.

【0011】前記板状体2,3を盛土地盤8などに埋設
する方法は、板状体2,3の通水孔5,6を垂直に立て
て埋設する上記の方法の他、 複数枚の板状体2を水平に積層状にして埋設する、 板状体2を水平に、盛土8と互層にして埋設する、 ことでもよい。
The method for embedding the plate-like bodies 2 and 3 in the embankment 8 or the like is not limited to the above-described method in which the water holes 5 and 6 of the plate-like bodies 2 and 3 are vertically buried and buried. The plate-like body 2 may be buried in a horizontally laminated state, or the plate-like body 2 may be buried horizontally in an alternate layer with the embankment 8.

【0012】前記により、ドレ−ン材B,Cの板状体
2,3自体の透水機能と通水孔5,6の排水機能によ
り、地盤8中の水を吸上げることで圧密を促進し、最終
的には前記<ロ>と同様の効果が得られる。
As described above, by the water permeation function of the plate-like bodies 2 and 3 of the drain members B and C and the drainage function of the water holes 5 and 6, the consolidation is promoted by sucking water in the ground 8. Finally, the same effect as <B> can be obtained.

【0013】<ニ>ドレ−ン材Dの実施の形態[3]
(図4,5) 前記<ロ>で説明した通水孔5を有する生分解性プラス
チックの板状体2と、生分解性プラスチックの網目構造
の板状体4,4とで、サンドイッチ構造のマットDに形
成し、これを地中8に埋設して排水層とする。このマッ
トDは表面が網目構造になっているので、土8との摩擦
抵抗が大きく、またマットD全体として透水性と排水性
を有する構造になっている。
<D> Embodiment of drain material D [3]
(FIGS. 4 and 5) The biodegradable plastic plate 2 having the water holes 5 described in the above <B> and the biodegradable plastic mesh plates 4 and 4 have a sandwich structure. A mat D is formed and buried in the underground 8 to form a drainage layer. Since the surface of the mat D has a mesh structure, the mat D has a large frictional resistance with the soil 8, and the mat D as a whole has a structure having water permeability and drainage.

【0014】上記マットDを盛土地盤8などに埋設する
方法は、 複数枚のマットDを水平に積層状にして埋設する、 マットDを水平に、盛土8と互層にして埋設する、 マットDの通水孔5を垂直に立てて埋設する、 ことができる。
The method of embedding the mat D in the embankment 8 includes embedding a plurality of mats D in a horizontally stacked state, embedding the mat D horizontally and alternately with the embankment 8, and embedding the mat D. The water hole 5 can be erected vertically.

【0015】それらにより、マットDの透水・排水機能
により地盤中の水を吸上げて地盤を圧密するとともに、
最終的には,生分解性プラスチックの板状体2,4のマ
ットDは分解するので、後施工の構造物の支障となら
ず、また環境を汚染することがない。
[0015] With these, the water in the ground is sucked up by the permeation and drainage function of the mat D to consolidate the ground,
Finally, the mat D of the biodegradable plastic plates 2 and 4 is decomposed, so that there is no hindrance to the post-construction structure and the environment is not polluted.

【0016】前記各ドレ−ン材A,B,C,Dの各板
厚、通水孔5,6の径及び間隔は、地盤8中の含水量や
ドレ−ン材の埋設深度等により適宜に決めることができ
る。
The thickness of each of the drain members A, B, C, and D, the diameter and the interval of the water holes 5, 6 are appropriately determined according to the water content in the ground 8 and the burial depth of the drain members. Can be decided.

【0017】[0017]

【発明の効果】本発明は以上説明したようになるから、
次のような効果を得ることができる。 <イ>ドレ−ン材は、袋詰めパック、又は板状体、若し
くはサンドイッチ構造のマットを、地中に埋設して排水
層とすることによって、短期的には、地盤中の水を容易
且つ迅速に透水・排出して圧密し、その結果、盛土等の
地盤の早期強化、トラフィカビリティ−の増加や法面の
崩壊防止等が図れる。 <ロ>ドレ−ン材は、生分解性プラスチックを素材とし
たことにより、長期的には地盤中で分解するので、環境
を汚染することがない。また、後に地盤掘削等を行う際
に支障とならない。
Since the present invention has been described above,
The following effects can be obtained. <A> The drain material can easily and easily absorb water in the ground in the short term by embedding a bag packed pack, a plate-like body, or a mat having a sandwich structure in the ground to form a drainage layer. It quickly permeates and discharges and consolidates, and as a result, early reinforcement of the ground such as embankment, increase in trafficability and prevention of slope collapse can be achieved. <B> Since the drain material is made of biodegradable plastic, it will be decomposed in the ground for a long time, and will not pollute the environment. In addition, it does not hinder the subsequent excavation of the ground.

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

【図1】 本発明に係る、袋状のドレ−ン材の一実施例
を示す斜視図
FIG. 1 is a perspective view showing an embodiment of a bag-shaped drain material according to the present invention.

【図2】 通水孔を有するドレ−ン材の一実施例を示す
斜視図
FIG. 2 is a perspective view showing an embodiment of a drain material having a water passage hole.

【図3】 通水孔を有するドレ−ン材の他の実施例を示
す斜視図
FIG. 3 is a perspective view showing another embodiment of a drain material having a water passage hole.

【図4】 網目構造のドレ−ン材の板状体を示す斜視図FIG. 4 is a perspective view showing a plate member of a drain material having a mesh structure.

【図5】 サンドイッチ構造のドレ−ン材の一実施例を
示す斜視図
FIG. 5 is a perspective view showing one embodiment of a drain material having a sandwich structure.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】生分解性プラスチックを網目構造の袋状に
形成し、 砂や砕石等を充填した袋詰めパックより構成したことを
特徴とする、 ドレ−ン材。
1. A drain material comprising a biodegradable plastic formed into a bag with a mesh structure and a bag packed with sand, crushed stone, or the like.
【請求項2】生分解性プラスチックを板状体に形成して
あり、所定の間隔をおいて一連に通水孔を配設した前記
板状体より構成したことを特徴とする、 ドレ−ン材。
2. A drain comprising: a biodegradable plastic formed in a plate-like body, wherein said plate-like body is provided with a series of water holes at predetermined intervals. Wood.
【請求項3】生分解性プラスチックを板状体に形成して
あり、所定の間隔をおいて一連に通水孔を配設した前記
板状体と、生分解性プラスチックの網目構造の板状体と
でサンドイッチ構造に形成したマットより構成したこと
を特徴とする、 ドレ−ン材。
3. A plate having a biodegradable plastic formed in a plate and having a series of water holes at predetermined intervals, and a plate having a network structure of the biodegradable plastic. A drain material comprising a mat formed in a sandwich structure with a body.
JP9009098A 1998-04-02 1998-04-02 Drain material Pending JPH11286928A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9009098A JPH11286928A (en) 1998-04-02 1998-04-02 Drain material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9009098A JPH11286928A (en) 1998-04-02 1998-04-02 Drain material

Publications (1)

Publication Number Publication Date
JPH11286928A true JPH11286928A (en) 1999-10-19

Family

ID=13988830

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9009098A Pending JPH11286928A (en) 1998-04-02 1998-04-02 Drain material

Country Status (1)

Country Link
JP (1) JPH11286928A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016056505A (en) * 2014-09-05 2016-04-21 西日本高速道路株式会社 Ground reinforcement method using perforated steel pipe with blade

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016056505A (en) * 2014-09-05 2016-04-21 西日本高速道路株式会社 Ground reinforcement method using perforated steel pipe with blade

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