JP2581560Y2 - Drain material - Google Patents

Drain material

Info

Publication number
JP2581560Y2
JP2581560Y2 JP6450292U JP6450292U JP2581560Y2 JP 2581560 Y2 JP2581560 Y2 JP 2581560Y2 JP 6450292 U JP6450292 U JP 6450292U JP 6450292 U JP6450292 U JP 6450292U JP 2581560 Y2 JP2581560 Y2 JP 2581560Y2
Authority
JP
Japan
Prior art keywords
water
drain
drain material
narrow groove
substrate
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
JP6450292U
Other languages
Japanese (ja)
Other versions
JPH0630218U (en
Inventor
隆之 岸本
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.)
Bando Chemical Industries Ltd
Original Assignee
Bando Chemical Industries 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 Bando Chemical Industries Ltd filed Critical Bando Chemical Industries Ltd
Priority to JP6450292U priority Critical patent/JP2581560Y2/en
Publication of JPH0630218U publication Critical patent/JPH0630218U/en
Application granted granted Critical
Publication of JP2581560Y2 publication Critical patent/JP2581560Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (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、軟弱地盤中の水を効率
よく短期間に地表面に排出させて地盤の圧密強化を図る
ドレーン工法に使用するドレーン材に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drain material used in a drain method for enhancing the consolidation of the ground by efficiently discharging water in the soft ground to the ground surface in a short time.

【0002】[0002]

【従来の技術および考案が解決しようとする課題】軟弱
地盤改良工法の1つであるドレーン工法は、ロール状に
巻かれた帯状のドレーン材を専用の打ち込み機で地中に
打ち込み、ドレーン材の持つ透水作用により地中に含ま
れる水分を早期に除去し、地盤の安定化を図る工法であ
り、このドレーン工法は、陸上での地盤改良工事におい
て経済的な圧密促進工法として広く行われている。この
ドレーン工法に用いられるドレーン材とは、例えば、図
2に示すように、離間して配置した2枚の不織布(透水
材)1、1´の間に、両面溝形状に折り曲げてポリエチ
レン等の合成樹脂製の基材2を介装したものであって、
透水性を有する不織布1、1´を透過してきた地盤中の
水は、不織布1、1´と基材2とで囲まれた通水路3を
通って地表面に排出される。また、通水路の形状として
は、図3に示すような波形状とすることもできる。この
場合、通水路1本当たりの断面積は両面溝形状のものよ
り大きいが、材料の利用上断面係数が大きくなり、地盤
の沈下に伴って生じるドレーンの彎曲で折れ曲がりが生
じる可能性が大きくなる。これを避けるために、上記し
た両面溝形状の通水路のものが多く採用されているので
あるが、両面溝形状のものでは通水路1本当たりの断面
積が波形状のものに比して小さくなるので、通水距離が
長くなると排水能率が低下する点は避けられない。
2. Description of the Related Art A drain construction method, which is one of the soft ground improvement methods, is to drive a belt-shaped drain material wound into a roll into the ground by using a special driving machine, and to form the drain material. This drainage method is a method that removes the water contained in the ground early by stabilizing the ground by its water permeability, and this drain method is widely used as an economical consolidation promotion method in ground improvement work on land. . The drain material used in this drain method is, for example, as shown in FIG. 2, a two-sided nonwoven fabric (water-permeable material) 1, 1 ′ is bent into a double-sided groove shape between two nonwoven fabrics (water-permeable material) 1, and is made of polyethylene or the like. Which is provided with a synthetic resin base material 2 interposed therebetween,
Water in the ground that has passed through the nonwoven fabrics 1 and 1 ′ having water permeability is discharged to the ground surface through a water passage 3 surrounded by the nonwoven fabrics 1 and 1 ′ and the base material 2. Further, the shape of the water passage may be a wave shape as shown in FIG. In this case, the cross-sectional area per one water channel is larger than that of the double-sided groove shape, but the cross-sectional modulus increases due to the use of the material, and the possibility of bending due to the curvature of the drain caused by the subsidence of the ground increases. . In order to avoid this, a water channel having a double-sided groove shape is often used. However, a double-sided groove-shaped water channel has a smaller cross-sectional area per water channel than a corrugated one. Therefore, it is inevitable that the drainage efficiency decreases as the water flow distance increases.

【0003】また、ドレーン材は地表面に対して垂直方
向に打ち込まれるが、排水の進行に伴って地盤が沈下す
るとドレーン材は変形し、図4(a) に示すように、ドレ
ーン材4は地表面(G)に対して、場所によっては大き
く彎曲するところと、小さく彎曲するところが生じ、隣
接するドレーン材4の間隔が深さ方向(矢印D)で異な
る。地盤の圧密に要する時間はドレーン材4の間隔の最
大値によって支配されるので、ドレーン材4が不規則に
変形する部位の圧密には多くの時間が掛かることにな
る。
The drain material is driven in a direction perpendicular to the ground surface, but when the ground sinks with the progress of drainage, the drain material is deformed, and as shown in FIG. The ground surface (G) is greatly curved and slightly curved depending on the location, and the distance between the adjacent drain members 4 is different in the depth direction (arrow D). Since the time required for consolidation of the ground is governed by the maximum value of the interval between the drain materials 4, much time is required for consolidating the portion where the drain material 4 is irregularly deformed.

【0004】さらに、ある通水路が土圧による圧壊や目
詰まりなどで通水断面積が減少した場合の排水対策とし
ては、図5に示すように、「平板状基板5にはこれを上
下に貫通する多数の透孔6を形成するとともに、基板5
の両面に長手方向に略平行に形成したリブ板7にはこれ
を横方向に貫通する切り込み8を形成し、ドレーン内の
通水路を互いに連通したもの(実開平2−6738号公
報参照)」、さらに図6(a) に示すように、「2枚の不
織布1、1´の間に溝材9を介装し、この溝材9の長手
方向には図6(b) に示すように、所定間隔毎に複数の切
り込み10を形成し、隣接する通水路を連通可能とした
もの(特公平3−57245号公報参照)」が知られて
いる。これら図5、6に示したものは、隣接する通水路
が連通しているため、ある通水路が閉塞しても水は隣接
する通水路に移動するので、排水動作が全く途絶えるこ
とはない。しかし、図5に示すものは各通水路の断面積
が小さく、抵抗が大きいため排水に時間がかかる。ま
た、図6に示したものは単に切り込みを入れただけであ
るため、隣接する通水路間の水の移動がスムーズにでき
ない。しかも、これら図5、6の方法では、ドレーン材
の不規則な彎曲を抑制することができない。
Further, as a countermeasure against drainage when a water passage cross-section is reduced due to crushing or clogging of a certain water passage, as shown in FIG. A large number of through holes 6 are formed and the substrate 5
A rib plate 7 formed substantially parallel to the longitudinal direction on both sides thereof is formed with a cut 8 penetrating the rib plate 7 in the lateral direction, and the water passages in the drain communicate with each other (see Japanese Utility Model Laid-Open No. 2-6738). Further, as shown in FIG. 6 (a), "a groove member 9 is interposed between the two nonwoven fabrics 1 and 1 ', and in the longitudinal direction of the groove member 9 as shown in FIG. 6 (b). A plurality of cuts 10 are formed at predetermined intervals so that adjacent water passages can communicate with each other (see Japanese Patent Publication No. 3-57245). 5 and 6, since the adjacent water passages communicate with each other, even if a certain water passage is closed, the water moves to the adjacent water passage, so that the draining operation is not interrupted at all. However, in the one shown in FIG. 5, drainage takes time because the cross-sectional area of each water passage is small and the resistance is large. Moreover, since the thing shown in FIG. 6 merely made a cut, the movement of the water between adjacent water passages cannot be performed smoothly. In addition, the methods shown in FIGS. 5 and 6 cannot suppress the irregular curvature of the drain material.

【0005】本考案は従来の技術の有するこのような問
題点に鑑みてなされたものであって、その目的は、長尺
であっても排水抵抗が少なく、土中において不規則な形
状に彎曲することなく、且つ通水路間の水の移動がスム
ーズで、軟弱地盤中の水を短期間に地表面に排出して速
やかに地盤の圧密強化を図ることができるドレーン材を
提供することにある。
The present invention has been made in view of the above-mentioned problems of the prior art, and has as its object to reduce the drainage resistance even if it is long and to bend into an irregular shape in the soil. It is an object of the present invention to provide a drain material that allows smooth movement of water between water passages, discharges water in soft ground to the ground surface in a short time, and quickly strengthens the consolidation of the ground. .

【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
なされた考案は、互いに離間して対向する2枚の透水
材を備えており、この2枚の透水材の間に介装した平板
状基板の両面に長手方向に略平行な多数のリブ板を一体
的に形成し、各リブ板と透水材と基板とにより囲まれた
多数の通水路を形成したドレーン材において、一方の透
水材に接するリブ板から平板状基板を経て他方の透水材
に接するリブ板に亘ってこれらを切り欠いて細溝状開口
を形成することにより、基板を挟んで隣接する通水路同
士を連通し、かつリブ板を挟んで隣接する通水路同士を
連通したことを特徴とするドレーン材、である(請求項
1)。この考案において、細溝状開口を長さ方向に略一
定間隔で設け、この細溝状開口が設けられた開口ゾーン
と設けられていない非開口ゾーンとを長手方向に交互に
配置すればよい(請求項2)。また、これらの考案にお
いて、細溝状開口の長手方向とドレーン材の幅方向との
なす角度を30゜以上60゜以下とすればよい(請求項
3)。
SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the invention has been made to solve the problem described above.
Material, and a flat plate interposed between these two permeable materials
Numerous rib plates approximately parallel to the longitudinal direction are integrated on both sides of the substrate
Formed by each rib plate, water permeable material and substrate
In drain materials with many water passages, one of the
From the rib plate in contact with the water material to the other water-permeable material through the flat substrate
These are cut out over the rib plate in contact with
Forming the same water passage adjacent to the substrate.
And the adjacent water passages across the rib plate
A drain material characterized by communicating with each other.
1). In this invention, the narrow groove-shaped opening is substantially aligned in the length direction.
Open zone provided at regular intervals and provided with this narrow groove-shaped opening
And the non-open zone that is not provided alternately in the longitudinal direction
It may be arranged (claim 2). In addition, these ideas
Between the longitudinal direction of the narrow groove-shaped opening and the width direction of the drain material.
The angle formed may be 30 ° or more and 60 ° or less.
3).

【0007】[0007]

【作用】このドレーン材によれば、一方の透水材に接す
るリブ板から平板状基板を経て他方の透水材に接するリ
ブ板に亘ってこれらが切り欠かれて細溝状開口が形成さ
れているので、ドレーン材の幅方向、厚み方向および長
さ方向透水係数が大きくなる。従って、通水抵抗が小
さくなり、長尺のドレーン材においても排水能率が低下
することない。
According to this drain material, it comes into contact with one of the permeable materials.
From the rib plate that comes in contact with the other permeable material through the flat substrate
These are cut out over the plate to form a narrow groove-like opening.
Since the width direction of the drain member, the permeability in the thickness direction and length direction ing large. Accordingly, flow resistance is reduced, there is no possibility that the drainage efficiency drops in the drain member long.

【0008】また、基板を挟んで隣接する通水路同士が
連通され、かつリブ板を挟んで隣接する通水路同士が連
通されているので、土圧による圧壊や目詰まりなどで
つの通水路の排水能力が低下しても、細溝状開口を通っ
前後左右に隣接する他の通水路に水が移動する。従っ
、地盤中の水はスムーズに地表面に排出され、地盤改
良深度が深いときでも地盤の圧密はスムーズに進行す
る。また、細溝状開口を長手方向に略一定間隔で配置す
ることにより、ドレーン材の剛性に強制的な強弱の変化
を与えることになるので、地中におけるドレーン材は図
4(b) に示すように、略一定のピッチで規則正しく変形
し、各ドレーン材が不規則に彎曲することはない。
た、細溝状開口の長手方向とドレーン材の幅方向とのな
す角度を30゜以上60゜以下とすれば、ドレーン材の
強度を維持しつつ連通する通水路の数を確保することが
できる。
In addition, the water passages adjacent to each other across the substrate are
The water passages that are connected to each other and that
As it is passed through , 1
It is lowered One water passage of drainage capacity, water moves to another water passage adjacent to and fro through the Hosomizojo opening. Follow
Te, the water in the ground is discharged smoothly to the ground surface, the consolidation of the ground even when ground improvement depth is deep, to proceed smoothly. Also, by arranging the narrow groove-shaped openings at substantially constant intervals in the longitudinal direction, the rigidity of the drain material is forcibly changed in strength, so that the drain material in the ground is shown in FIG. As described above, the drain material is deformed regularly at a substantially constant pitch, and the drain materials do not bend irregularly. Ma
In addition, the distance between the longitudinal direction of the narrow groove opening and the width direction of the drain
If the angle between 30 ° and 60 ° is set, the drain material
It is necessary to secure the number of waterways that can communicate while maintaining strength.
it can.

【0009】[0009]

【実施例】以下に本考案の実施例を図面に基づいて説明
する。図1(a) に示すように、幅(図のW−W方向)が
約100mmの長尺の2枚の化学繊維不織布(透水材)
1、1’を約3mm離間して配置し、この2枚の不織布の
間に、その両面に長手方向に略平行な多数のリブ板7を
一体的に形成したポリエチレン製の平板状基板5を介装
することにより、各リブ板7と不織布1、1’と基板5
により囲まれた多数の通水路11が基板を挟んで上下
2列に形成されている。そして、不織布1に接するリブ
板7から平板状基板5を経て不織布1’に接するリブ板
7に亘ってこれらを斜めに切り欠いて、細溝状開口12
が形成されている。このような細溝状開口12は、図1
(b) に示すように、ドレーン材の長手方向(矢印L)に
一定間隔で、かつ幅方向中央から端部に向かって左右交
互に複数個形成され、さらに、図1(c) に示すように、
細溝状開口の形成された開口ゾーン(斜線部)と細溝状
開口のない非開口ゾーン(白抜部)がドレーン材長手
方向(矢印L)交互に一定ピッチで配置されている。
従って、土圧が不織布1、1’に加わっても、一定のピ
ッチで配置された開口ゾーンと非開口ゾーンとにより、
ドレーン材の剛性が一定ピッチで規則的に変化する
で、図4(b) に示すようにドレーン材4は略一定の形状
で深さ方向(矢印D)に彎曲し、隣接するドレーン材4
との間隔に不均一が生じることない。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1 (a), two long non-woven chemical fiber nonwoven fabrics (water-permeable material) having a width (in the WW direction of the drawing) of about 100 mm
1, 1 'are spaced apart by about 3 mm, and between these two nonwoven fabrics, a polyethylene plate-like substrate 5 integrally formed with a large number of rib plates 7 substantially parallel to the longitudinal direction on both surfaces thereof is provided. Intervening
By doing so , each rib plate 7, nonwoven fabric 1, 1 ′ and substrate 5
Numerous water passage 11 is formed in two rows across the substrate surrounded by the. Then, by cutting them obliquely across the rib plate 7 from the rib plate 7 in contact with the nonwoven fabric 1 through the flat substrate 5 in contact with the nonwoven fabric 1 ', narrow groove-like apertures 12
Are formed. Such a narrow groove-shaped opening 12 is shown in FIG.
As shown in (b), the left and right sides of the drain material intersect at regular intervals in the longitudinal direction (arrow L) from the center in the width direction to the end.
A plurality is formed mutually , and further, as shown in FIG.
Arranged at regular pitches Hosomizojo and opening the opening formed zones (hatched portion) and Hosomizojo <br/> opening without the non-open zone (white recessed portions) are alternately the drain member longitudinally (arrow L) Have been.
Therefore, even if the earth pressure is applied to the nonwoven fabrics 1 and 1 ', the open zones and the non-open zones arranged at a constant pitch allow
Since the rigidity of the drain material changes regularly at a constant pitch , as shown in FIG. 4 (b), the drain material 4 has a substantially constant shape, curves in the depth direction (arrow D), and is adjacent to the drain material. Drain material 4
Unevenness does not occur in the interval between.

【0010】細溝状開口の長手方向とドレーン材の幅方
向(W)とのなす角度θ(図1(b)参照)は、30゜以
上60゜以下が好ましい。角度θがゼロに近づくほど、
すなわちドレーン材の幅方向(W)に平行になるほど引
張強度が低下し、座屈しやすくなる。一方、角度θが9
0°に近づくほど、細溝状開口によって連通する通水路
が少なくなる。
The longitudinal direction of the narrow groove-like opening and the width of the drain material
The angle θ (see FIG. 1B) with the direction (W) is 30 ° or less.
The upper angle is preferably 60 ° or less. As the angle θ approaches zero,
That is, the tensile strength decreases as the direction becomes parallel to the width direction (W) of the drain material, and buckling becomes more likely. On the other hand, when the angle θ is 9
As the distance approaches 0 °, the number of water passages communicating with each other by the narrow groove-shaped openings decreases.

【0011】[0011]

【考案の効果】本考案に係るドレーン材は上記のように
構成されているので、以下の効果を奏する。
[Effect of the Invention] The drain material according to the present invention has the following effects because it is configured as described above.

【0012】 一方の透水材に接するリブ板から平板
状基板を経て他方の透水材に接するリブ板に亘ってこれ
らを切り欠いて細溝状開口が形成されているので、通水
間の連通性がよくなって透水係数が大きくなり、水が
流れやすくなる。 この細溝状開口を、基板を挟んで隣接する通水路同
士が連通し、かつリブ板を挟んで隣接する通水路同士が
連通するように設けることにより、土圧による圧壊や目
詰まりなどで1つの通水路の排水能力が低下しても、
溝状開口を通って隣接する他の通水路に水が移動し、地
盤改良深度が深くても支障なく地中の水を地表面に排出
することができるので、地盤の圧密強化はスムーズに行
われる。 さらに、細溝状開口をドレーン材の長手方向に一定
ピッチで形成すれば、所定の打設強度を保持し且つドレ
ーン材を略規則正しく彎曲させることができるので、各
ドレーン材の間隔が不均一になることはなく、圧密の遅
れが生じない。 そして、大きさが従来のものと殆ど変わらないの
で、ロール状巻取に際しての取扱性が低下することはな
い。
[0012] From the rib plate in contact with one of the permeable materials,
Over the rib plate that comes into contact with the other
Since the grooves are cut out to form the narrow groove-shaped openings , the communication between the water passages is improved, the water permeability is increased, and the water flows easily. This narrow groove-shaped opening is connected to the water passage adjacent to the substrate.
And the adjacent water passages across the rib plate
By providing in communication, even if reduced drainage capacity of a single water channel like crushing or clogging due earth pressure, fine
Through the groove-shaped opening moves water to another water passage adjacent, since the water in the ground without any problem even deeper soil improvement depth can be discharged to the ground surface, compaction reinforcement of the ground is smoothly line Will be Furthermore, if the narrow groove-shaped openings are formed at a constant pitch in the longitudinal direction of the drain material, a predetermined driving strength can be maintained and the drain material can be curved almost regularly, so that the intervals between the drain materials are uneven. And there is no delay in consolidation. And since the size is almost the same as that of the conventional one, the handleability at the time of roll-shaped winding does not decrease.

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

【図1】図1(a) は本考案のドレーン材の部分切欠き斜
視図、図1(b) はドレーン材における細溝状開口の平面
的な配置を説明する図、図1(c) はドレーン材の長手方
向における開口ゾーンと非開口ゾーンとの配置を説明す
る図である。
FIG. 1 (a) is a partially cutaway perspective view of a drain material of the present invention, FIG. 1 (b) is a diagram illustrating a planar arrangement of narrow groove-shaped openings in the drain material, and FIG. 1 (c). FIG. 3 is a view for explaining the arrangement of an open zone and a non-open zone in the longitudinal direction of the drain material.

【図2】来のドレーン材の一部を切欠いた斜視図であ
る。
FIG. 2 is a perspective view of the cut away part of the drain material of the traditional.

【図3】他の従来のドレーン材の断面図である。FIG. 3 is a cross-sectional view of another conventional drain material.

【図4】図4(a) は従来のドレーン材の地中での変形状
態を説明する図、図4(b) は本考案のドレーン材の地中
での変形状態を説明する図である。
FIG. 4 (a) is a diagram illustrating a state of deformation of a conventional drain material in the ground, and FIG. 4 (b) is a diagram illustrating a state of deformation of the drain material of the present invention in the ground. .

【図5】透孔および切り込みを有する従来のドレーン材
の一部を切り欠いた斜視図である。
FIG. 5 is a partially cutaway perspective view of a conventional drain material having a through hole and a cut.

【図6】図6(a) は切り込みを有する従来のドレーン材
の断面図、図6(b) は図6(a)のVI−VI線断面図であ
る。
6 (a) is a sectional view of a conventional drain material having a cut, and FIG. 6 (b) is a sectional view taken along line VI-VI of FIG. 6 (a).

【符号の説明】[Explanation of symbols]

1、1´…不織布 2、2´…基材 3…通水路 4…ドレーン材 5…基板 6…透孔 7…リブ板 8…切り込み 9…溝材 10…切り込み 11…通水路 12…細溝状開口1, 1 '... nonwoven fabric 2, 2' ... base material 3 ... water passage 4 ... drain material 5 ... substrate 6 ... through hole 7 ... rib plate 8 ... cut 9 ... groove material 10 ... cut 11 ... water passage 12 ... narrow groove Jo opening

Claims (3)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 互いに離間して対向する2枚の透水材
備えており、この2枚の透水材の間に介装した平板状基
板の両面に長手方向に略平行な多数のリブ板を一体的に
形成し、各リブ板と透水材と基板により囲まれた多数
の通水路を形成したドレーン材において、一方の透水材
に接するリブ板から平板状基板を経て他方の透水材に接
するリブ板に亘ってこれらを切り欠いて細溝状開口を形
成することにより、基板を挟んで隣接する通水路同士を
連通し、かつリブ板を挟んで隣接する通水路同士を連通
したことを特徴とするドレーン材。
1. Two permeable materials which are separated from each other and opposed to each other
Provided and, integrally forming a substantially parallel plurality of rib plates in the longitudinal direction on both sides of the flat substrate is interposed between the two sheets of water permeable material, surrounded by and the substrate each rib plates and permeable material In the drain material having a large number of formed water passages, a narrow groove-shaped opening is formed by cutting out from a rib plate in contact with one of the water permeable materials to a rib plate in contact with the other water permeable material through the plate-shaped substrate.
By this, the water passages adjacent to each other with the substrate
Communicates and communicates with adjacent water passages across the rib plate
Drain material characterized by doing.
【請求項2】 上記細溝状開口が長さ方向に略一定間隔
で設けられており、この細溝状開口が設けられた開口ゾ
ーンと設けられていない非開口ゾーンとが長手方向に交
互に配置されている請求項1に記載のドレーン材。
2. The method according to claim 1, wherein the narrow groove-shaped openings are arranged at substantially constant intervals in the length direction.
The opening zoning provided with this narrow groove-shaped opening
In the longitudinal direction
The drain material according to claim 1, wherein the drain materials are arranged mutually.
【請求項3】 上記細溝状開口の長手方向とドレーン材
の幅方向とのなす角度が、30゜以上60゜以下である
請求項1又は2に記載のドレーン材。
3. A longitudinal direction of said narrow groove-shaped opening and a drain material.
The angle between the width direction and the width direction is 30 ° or more and 60 ° or less.
The drain material according to claim 1.
JP6450292U 1992-09-16 1992-09-16 Drain material Expired - Fee Related JP2581560Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6450292U JP2581560Y2 (en) 1992-09-16 1992-09-16 Drain material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6450292U JP2581560Y2 (en) 1992-09-16 1992-09-16 Drain material

Publications (2)

Publication Number Publication Date
JPH0630218U JPH0630218U (en) 1994-04-19
JP2581560Y2 true JP2581560Y2 (en) 1998-09-21

Family

ID=13260046

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6450292U Expired - Fee Related JP2581560Y2 (en) 1992-09-16 1992-09-16 Drain material

Country Status (1)

Country Link
JP (1) JP2581560Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100711500B1 (en) * 2006-05-19 2007-04-24 윤영권 Core plate of a drain board having protector of perforated pipe

Also Published As

Publication number Publication date
JPH0630218U (en) 1994-04-19

Similar Documents

Publication Publication Date Title
US4749306A (en) Formed corrugated plastic net for drainage applications
AU749743B2 (en) Revetment block
CA2098263A1 (en) Earth drains
US20060026911A1 (en) Footer track with moisture vent
JP2581560Y2 (en) Drain material
JPH05148930A (en) Precast concrete plate for compound floor
JP2000233612A (en) Pneumatic tire
JP2659697B2 (en) Drain material
JP3793761B2 (en) Building boards and structures
JPH0612524U (en) Drain material
KR20070010335A (en) Core of drain board
JP2000144963A (en) Cooling wall body and block therefor
JPH11247172A (en) Drain material
KR940006419Y1 (en) Drain board structure
JPS6314921A (en) Drain member
KR20080002382U (en) Drain board core material with triangular runoff space and drill hole
KR101119785B1 (en) Pore water draining device
JP3470159B2 (en) Laminated structure of foamed synthetic resin block, lamination method, and foamed synthetic resin block
JP3056442U (en) Soil net drainage system
JPH07505Y2 (en) Drain material
JP4874224B2 (en) Drain material and ground improvement device
KR200337852Y1 (en) drain board for construction work
SU1408016A1 (en) Closed horizontal drain
KR200398454Y1 (en) Core of drain board
JPH04194212A (en) Construction of drain material

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees