JPH056604B2 - - Google Patents

Info

Publication number
JPH056604B2
JPH056604B2 JP15621686A JP15621686A JPH056604B2 JP H056604 B2 JPH056604 B2 JP H056604B2 JP 15621686 A JP15621686 A JP 15621686A JP 15621686 A JP15621686 A JP 15621686A JP H056604 B2 JPH056604 B2 JP H056604B2
Authority
JP
Japan
Prior art keywords
grooves
groove
drain material
water
permeable
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
JP15621686A
Other languages
Japanese (ja)
Other versions
JPS6314921A (en
Inventor
Katsumi Kotani
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP15621686A priority Critical patent/JPS6314921A/en
Publication of JPS6314921A publication Critical patent/JPS6314921A/en
Publication of JPH056604B2 publication Critical patent/JPH056604B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 ≪産業上の利用分野≫ この発明は、軟弱地盤改良工法に用いられるド
レーン材に関する。
DETAILED DESCRIPTION OF THE INVENTION <<Industrial Application Field>> This invention relates to a drain material used in a soft ground improvement method.

≪従来の技術≫ 軟弱地盤改良工法の1つであるペーパードレー
ン工法は、ロール状に巻かれた帯状のドレーン材
を専用の打込機で地中に打ち込み、ドレーン材の
もつ集導水作用および排水作用により地中に含ま
れる水分を早期に除去し、地盤の安定化などを図
る工法である。
<<Conventional technology>> The paper drain method, which is one of the soft ground improvement methods, involves driving a rolled strip of drain material into the ground using a special driving machine to improve the water collection and drainage effect of the drain material. This is a construction method that works to quickly remove moisture contained in the ground and stabilize the ground.

この工法に用いられるドレーン材は、従来第4
図に示す如く、両面に連続して長手方向に沿う条
溝2を交互に形成したプラスチツク押出成形体か
らなる基体1と、該基体1の両面に接着された各
条溝2の開口面を覆う透水性3とからなつてい
る。
The drain material used in this construction method was
As shown in the figure, a base body 1 is made of a plastic extrusion molded body on which grooves 2 are continuously formed along the longitudinal direction on both sides of the body, and the opening surfaces of the grooves 2 bonded to both sides of the base body 1 are covered. It consists of water permeability 3.

≪発明が解決しようとする問題点≫ この構造のドレーン材で問題となる点は、該ド
レーン材を地中に打ち込んだ状態で、脱水にとも
なつて地盤が沈下しながら強度を増加していく、
いわゆる圧密沈下の過程において、想像線で示す
如く土中圧力Pによつて条溝2の中に透水材3が
押されて侵入し、ドレーン材の最も重要な機能で
あるところの長手方向の排水性が低下することで
ある。
≪Problems to be solved by the invention≫ The problem with the drain material of this structure is that when the drain material is driven into the ground, its strength increases as the ground sinks as water dewaters. ,
In the process of so-called consolidation settlement, the permeable material 3 is pushed into the groove 2 by the soil pressure P as shown by the imaginary line, and the permeable material 3 is pushed into the trench 2 to perform drainage in the longitudinal direction, which is the most important function of the drain material. It is a decline in sexuality.

また、この構造のもう1つの欠点は、条溝2の
背面側と透水材3が接着により固定されてしまう
ために、ドレーン材が地盤に接する表面からの透
水面積は全面積の1/2になつてしまうこと、およ
び各条溝には長手方向にのみ連通しており、横方
向および表裏はつながつていないので、ドレーン
材の地盤と接する全面積中で、ある部分に欠陥が
できた場合、その面に接する以外の条溝2は排水
としての機能がなく、ドレーン材全体が排水機能
を持つというわけにはいかなかつた。
Another disadvantage of this structure is that the back side of the groove 2 and the water permeable material 3 are fixed by adhesive, so the water permeable area from the surface where the drain material contacts the ground is only 1/2 of the total area. In addition, each groove is connected only in the longitudinal direction, and is not connected in the horizontal direction or the front and back, so if a defect occurs in a certain part of the entire area of the drain material in contact with the ground. The grooves 2 other than those in contact with that surface had no drainage function, and it was not possible for the entire drain material to have a drainage function.

さらに、前記ドレーン材は基体1がプラスチツ
ク成形体であり、厚みも厚いため、ロール径は必
然的に大となり、運搬等が不便であつた。
Furthermore, since the base 1 of the drain material is a molded plastic body and is thick, the roll diameter is necessarily large, making transportation etc. inconvenient.

この発明は以上の問題点に鑑みなされたもので
あつて、土圧による透水材の変形およびこれに伴
う条溝の断面積の減少による排水能力の低下がな
く、またドレーン材が地盤に接する実質的な表面
面積を大きくでき、さらにドレーン材のある部分
が土中水分に接している場合であつても、ドレー
ン材全体が排水機能を発揮できるようにするこ
と、および長さの割りにはロール径を小さくでき
るようにすることを目的とする。
This invention has been developed in view of the above problems, and eliminates the deformation of the permeable material due to earth pressure and the resulting reduction in drainage capacity due to the reduction in the cross-sectional area of the groove. In addition, even if a certain part of the drain material is in contact with soil moisture, the entire drain material can perform the drainage function, and the roll size is small considering its length. The purpose is to make the diameter smaller.

≪問題点を解決するための手段≫ 前記目的を達成するため、この発明は両面に連
続して長手方向に沿う条溝を交互に形成した成形
基体と、該基体の両面に接着されて条溝の開口面
を覆う透水材とからなるドレーン材において、前
記各条溝は、前記基体を構成する各要素の一面に
内部拡開したアリ溝状に形成され、かつ各条溝の
底部に各隣素の背面に隣り合う条溝間および条溝
の底部に連通する切込みを形成したことを特徴と
する。
<<Means for Solving the Problems>> In order to achieve the above object, the present invention provides a molded substrate in which longitudinal grooves are continuously formed alternately on both surfaces, and grooves that are bonded to both surfaces of the substrate. In the drain material, each of the grooves is formed in the shape of an internally expanded dovetail groove on one surface of each element constituting the base, and each groove has a dovetail groove shape that expands inwardly on one side of each element constituting the base body, and each groove has a dovetail groove shape at the bottom of each groove. It is characterized by forming cuts that communicate with the bottoms of the grooves and between adjacent grooves on the back surface of the element.

≪作用≫ 条溝の内部断面積が広く、かつ円形断面に近い
ので排水効率が高いわりには透水材と接する開口
面が狭いために、土圧による透水材の変形量が小
まく、断面積の減少がない。
≪Function≫ The internal cross-sectional area of the groove is wide and close to a circular cross-section, so drainage efficiency is high, but since the opening surface in contact with the permeable material is narrow, the amount of deformation of the permeable material due to earth pressure is small, and the cross-sectional area is There is no decrease.

また、条溝の背面からも透水孔を通じて水分が
条溝内に取り込まれ、さらに各条溝間は横方向に
連通しているので、1箇所に欠陥を生じても排水
機能の低下が小さい。
In addition, water is taken into the groove from the back side of the groove through the water permeation holes, and each groove is communicated with each other in the lateral direction, so even if a defect occurs in one location, the drainage function is not significantly degraded.

≪実施例≫ 第1図はこの発明に係るドレーン材の一部を切
欠いて示す斜視図、第2図は同断面図である。
<<Example>> FIG. 1 is a partially cutaway perspective view of a drain material according to the present invention, and FIG. 2 is a sectional view thereof.

図におけるドレーン材は、基本的に従来と同様
に両面に連続して長手方向に沿う条溝12を交互
に形成した基体10と、該基体10の両面に接着
されて条溝12の開口面を覆う透水材14とから
なつている。
The drain material shown in the figure basically consists of a base 10 on which continuous longitudinal grooves 12 are alternately formed on both sides, as in the conventional case, and a base 10 that is bonded to both sides of the base 10 to form grooves 12 on the opening surfaces of the grooves 12. It consists of a water-permeable material 14 that covers it.

基体10は塩化ビニール、ポリプロピレンもし
くはポリエチレンなどからなる押出成形体であ
り、基体10を構成する最小単位である各要素1
0−1に押出成形機の型孔形状に対応して表裏交
互に前記条溝12を形成し、各要素10−1を横
一列につなぎ合せた断面形状となつている。
The base body 10 is an extrusion molded body made of vinyl chloride, polypropylene, polyethylene, etc., and each element 1 which is the minimum unit constituting the base body 10
The grooves 12 are formed alternately on the front and back sides in correspondence with the shape of the mold hole of the extrusion molding machine, and each element 10-1 has a cross-sectional shape in which the elements 10-1 are connected in a horizontal row.

前記条溝12は、型孔形状に応じてその開口面
が小さく、かつ内部が円形に拡開するアリ溝状に
形成されている。従つて、この条溝12の開口面
12−1は非常に狭く、かつ実質的には大きな断
面積を採ることができるのである。
The groove 12 is formed in a dovetail groove shape with a small opening surface and a circularly expanding interior depending on the shape of the mold hole. Therefore, the opening surface 12-1 of the groove 12 is very narrow and can have a substantially large cross-sectional area.

さらに、条溝12の孔底部には各要素10−1
の背面に連通する透水孔12−2が適宜間隔をお
いて開口形成されているとともに、各要素10−
1の背面には開口面12−1が同一の向きの隣り
合う条溝12間を連通するための切込み12−3
が適宜間隔に形成されている。
Further, each element 10-1 is provided at the bottom of the groove 12.
Water permeable holes 12-2 communicating with the back surface of each element 10-2 are formed at appropriate intervals.
1 has a notch 12-3 on the back surface of the opening surface 12-1 for communicating between adjacent grooves 12 in the same direction.
are formed at appropriate intervals.

この切込み12−3は、当該要素10−1の条
溝12の底部を開口するまでの切込み深さであ
り、従つて、1つの切込み12−3によつて3つ
の条溝12間を横および表裏に連通させる。
This cut 12-3 is the depth of the cut until the bottom of the groove 12 of the element 10-1 is opened, and therefore, one cut 12-3 can be used to cut horizontally and horizontally between the three grooves 12. Connect the front and back sides.

なお、この切込み12−3はたわみ性を向上さ
せる機能も兼ね、ロール状に巻いた場合でのロー
ル径の減少と図ることができる利点がある。
Note that this cut 12-3 also has the function of improving flexibility, and has the advantage of reducing the roll diameter when wound into a roll.

前記透水孔12−2、切込み12−3の形成方
法としては、基体10が押出された状態で連続的
にプレスまたは切削打抜き(透水孔12−2の場
合)したり、熱板(切込み12−3の場合)を要
素10−1の背面に押付けることにより第1図の
如き所定のピツチで連続的に作ることができる。
The water permeable hole 12-2 and the notch 12-3 can be formed by continuously pressing or cutting (in the case of the water permeable hole 12-2) while the base body 10 is extruded, or by hot plate (the notch 12-3). 3) on the back side of the element 10-1, it can be made continuously at a predetermined pitch as shown in FIG.

また、前記透水材14は、透水性不織布、透水
性の紙またはこれらの組合せからなるもので、場
合により多層となつている。これは熱融着または
接着剤などによつて連続的もしくは断続的に基体
10の背面に沿わせつつ接着され、この接着によ
りドレーン材が完成することになる。
Further, the water-permeable material 14 is made of water-permeable nonwoven fabric, water-permeable paper, or a combination thereof, and may be multilayered in some cases. This is adhered continuously or intermittently along the back surface of the base 10 by heat fusion or adhesive, and the drain material is completed by this adhesion.

以上の構成において、第3図に拡大して示すよ
うに、ドレーン材が地中の押し込まれ、透水材1
4に土圧が加わつた場合には、開口面12−1の
開口面積は小さいので、その圧力Pによる透水材
14の変形量は小さく、実質的に条溝12の断面
積の減少にはつながらないものとなる。
In the above configuration, as shown in an enlarged view in Fig. 3, the drain material is pushed underground, and the water permeable material 1
4, since the opening area of the opening surface 12-1 is small, the amount of deformation of the permeable material 14 due to the pressure P is small and does not substantially lead to a reduction in the cross-sectional area of the groove 12. Become something.

また、条溝12は、開口面12−1だけでなく
透水孔12−2からも水を取り込む。さらに、1
つの条溝12がオーバーフローした場合には、切
込み12−3を通じて隣り合う条溝12内および
要素10−1の裏側条溝12の底面を通じてその
内部にも透水が取り込まれ、排水作用を行なうこ
とになる。
Furthermore, the grooves 12 take in water not only from the opening surface 12-1 but also from the water permeable holes 12-2. Furthermore, 1
When one groove 12 overflows, permeable water is taken into the adjacent groove 12 through the notch 12-3 and through the bottom surface of the back side groove 12 of the element 10-1, thereby performing a drainage action. Become.

なお、実施例では条溝の断面形状を円孔状に形
成したが、開口部が内奥部より小さければ他の形
状であつてもよいことは勿論である。また、条溝
は表裏交互に形成するだけでなく一面に揃えて形
成してもよい。
In the embodiment, the groove has a circular cross-sectional shape, but it goes without saying that it may have another shape as long as the opening is smaller than the inner depth. Further, the grooves may not only be formed alternately on the front and back sides, but may also be formed on one surface.

≪発明の効果≫ 以上実施例により詳細に説明したように、この
発明に係るドレーン材によれば、条溝の断面積を
大きく保つた状態で透水材の変形による断面積の
減少を押えることができ、さらには切込みや、実
施例で示した透水孔により実質的に排水可能な接
触面積を大きくすることができる。
<<Effects of the Invention>> As explained in detail in the examples above, according to the drain material according to the present invention, it is possible to suppress a decrease in the cross-sectional area due to deformation of the water-permeable material while maintaining a large cross-sectional area of the grooves. Furthermore, the contact area through which water can be drained can be substantially increased by the incisions and the water permeable holes shown in the examples.

また、実施例で示したように、隣り合う条溝間
を切込みによつて連通させることにより、各条溝
を横方向および裏面に全て連通でき、部分的に条
溝がオーバーフローしたり、透水と非接触状態の
条溝の排水機能が停止することなく、ドレーン材
全体の排水に活用できる。さらには、切込みによ
り、ドレーン材はたわみ性が向上するので、曲げ
半径が小さくなり、長さの割りにはロール径が小
さく、運搬等が楽になる。
In addition, as shown in the example, by making adjacent grooves communicate with each other through cuts, each groove can be fully communicated in the lateral direction and on the back surface, and the grooves may partially overflow or water permeation may occur. It can be used to drain the entire drain material without stopping the drainage function of the groove in a non-contact state. Furthermore, since the flexibility of the drain material is improved by the cuts, the bending radius becomes smaller, and the roll diameter is smaller compared to the length, making transportation etc. easier.

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

第1図はこの発明によるドレーン材を一部切り
欠いて示す斜視図、第2図は同断面図、第3図は
作用を説明するための要部拡大断面図、第4図は
従来のドレーン材の作用を説明するための断面図
である。 10……基体、10−1……隣素、12……条
溝、12−1……開口面、12−2……透水孔、
12−3……切込み、14……透水材。
Fig. 1 is a partially cutaway perspective view of the drain material according to the present invention, Fig. 2 is a sectional view of the same, Fig. 3 is an enlarged sectional view of the main part to explain the function, and Fig. 4 is a conventional drain material. It is a sectional view for explaining the action of the material. 10... Base body, 10-1... Neighbor, 12... Groove, 12-1... Opening surface, 12-2... Water permeable hole,
12-3...notch, 14...water permeable material.

Claims (1)

【特許請求の範囲】 1 両面に連続して長手方向に沿う条溝を交互に
形成した成形基体と、該基体の両面に接着されて
条溝の開口面を覆う透水材とからなるドレーン材
において、前記各条溝は、前記基智を構成する各
要素の一面に内部拡開したアリ溝状に形成され、
かつ各要素の背面に隣り合う条溝間および条溝の
底部に連通する切込みを形成したことを特徴とす
るドレーン材。 2 前記各要素の背面に条溝の底部に連通する透
水性を適宜間隔をおいて形成したことを特徴とす
る特許請求の範囲第1項記載のドレーン材。
[Scope of Claims] 1. A drain material comprising a molded base in which longitudinal grooves are continuously formed alternately on both sides, and a water-permeable material that is adhered to both sides of the base and covers the opening surfaces of the grooves. , each of the grooves is formed in the shape of a dovetail groove that expands internally on one side of each element constituting the base,
A drain material characterized in that a notch is formed on the back surface of each element to communicate between adjacent grooves and to the bottom of the groove. 2. The drain material according to claim 1, wherein water permeable holes communicating with the bottoms of the grooves are formed at appropriate intervals on the back surface of each of the elements.
JP15621686A 1986-07-04 1986-07-04 Drain member Granted JPS6314921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15621686A JPS6314921A (en) 1986-07-04 1986-07-04 Drain member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15621686A JPS6314921A (en) 1986-07-04 1986-07-04 Drain member

Publications (2)

Publication Number Publication Date
JPS6314921A JPS6314921A (en) 1988-01-22
JPH056604B2 true JPH056604B2 (en) 1993-01-27

Family

ID=15622896

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15621686A Granted JPS6314921A (en) 1986-07-04 1986-07-04 Drain member

Country Status (1)

Country Link
JP (1) JPS6314921A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07505Y2 (en) * 1988-06-22 1995-01-11 株式会社大林組 Drain material
US5263792A (en) * 1992-10-26 1993-11-23 W. R. Grace & Co.-Conn. Finned subterranean drainage device and method for fabricating the same
KR20020033681A (en) * 2002-03-08 2002-05-07 이영우 Core plate of a drain board for solidifying a soft ground
EP1819880B1 (en) * 2004-11-26 2008-03-26 Colbond B.V. Structured plates comprising waste polymers and a process for producing such plates

Also Published As

Publication number Publication date
JPS6314921A (en) 1988-01-22

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