JPH0540106Y2 - - Google Patents
Info
- Publication number
- JPH0540106Y2 JPH0540106Y2 JP19662587U JP19662587U JPH0540106Y2 JP H0540106 Y2 JPH0540106 Y2 JP H0540106Y2 JP 19662587 U JP19662587 U JP 19662587U JP 19662587 U JP19662587 U JP 19662587U JP H0540106 Y2 JPH0540106 Y2 JP H0540106Y2
- Authority
- JP
- Japan
- Prior art keywords
- drain material
- anchor
- strip
- water
- mandrel
- 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 - Lifetime
Links
- 239000000463 material Substances 0.000 claims description 45
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 30
- 239000011162 core material Substances 0.000 claims description 11
- 239000004744 fabric Substances 0.000 claims description 4
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 239000004745 nonwoven fabric Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は軟弱地盤改良や地震時における砂地盤
の液状化防止のために地盤中に打設する帯状ドレ
ーン材に使用するアンカーに関する。[Detailed description of the invention] (Industrial application field) This invention relates to an anchor used for strip-shaped drain material that is driven into the ground to improve soft ground or prevent liquefaction of sandy ground during earthquakes.
(従来の技術)
一般に、軟弱地盤の改良工法にペーパードレー
ン工法がある。この工法は帯状をした不織布から
なるドレーン材を、マンドレル内に通して軟弱地
盤中に圧入し、ドレーン材を地盤中に残してマン
ドレルを引き抜くことにより地盤中を打設し、こ
のドレーン材を通して地盤中の水を排出させるこ
とにより地盤改良を行つている。このドレーン材
の打設に際し、ドレーン材を地盤中に残すための
アンカーが使用されており、従来のアンカーは鉤
状に折れ曲がつた板材からなつており、これをド
レーン材に金属線材をもつて縫いつけるものであ
つた。(Prior Art) Paper drain method is generally used as a method for improving soft ground. In this construction method, a drain material made of a belt-shaped non-woven fabric is passed through a mandrel and press-fitted into the soft ground, and the drain material is left in the ground and the mandrel is pulled out to drive it into the ground. The ground is improved by draining the water inside. When placing this drain material, an anchor is used to leave the drain material in the ground. Conventional anchors are made of a plate bent into a hook shape, and this is used as a drain material with a metal wire. It was something that could be sewn on.
(考案が解決しようとする問題点)
しかし、最近において砂地盤の地震時の土壌間
隙水圧の上昇を吸収させてためにドレーン材を用
いる工法が開発され、これには通水量の大きい中
空の大断面の帯状ドレーン材が開発されるに到つ
た。(Problem that the invention aims to solve) However, recently, a construction method using drain material has been developed to absorb the increase in soil pore water pressure during earthquakes in sandy ground, and this method uses a hollow structure with a large water flow rate. A cross-sectional strip-shaped drain material has been developed.
このような中空の大断面の帯状ドレーン材の打
ち込みに際して、従来の板材からなる鉤状のアン
カーを使用したのでは打設時に帯状ドレーン材の
端面から中空の通水路内に土砂が侵入し、通水不
能の部分ができてしまうという問題があつた。 If conventional hook-shaped anchors made of plate materials were used when driving such hollow, large-section, belt-shaped drain materials, earth and sand would enter the hollow drainage channel from the end face of the belt-shaped drain material during driving, causing problems in the passage of water. There was a problem with the formation of areas where water could not be used.
またアンカーはマンドレルに通されているドレ
ーン材に取付ける必要があり、従来のような縫い
付けの方法が大断面の帯状ドレーン材には使用で
きないという問題があつた。 In addition, the anchor must be attached to the drain material that is passed through the mandrel, and there is a problem in that the conventional sewing method cannot be used for the belt-shaped drain material with a large cross section.
このような従来の問題に鑑み、本考案は、大径
の中空断面を有する帯状ドレーン材の端面の開口
部が閉鎖されて土砂の侵入がなくなり、更にマン
ドレルの引き抜き時には地盤中に強力に喰い込ん
で帯状ドレーン材の抜けが有効に防止される帯状
ドレーン材用アンカーの提供を目的としたもので
ある。 In view of these conventional problems, the present invention is designed to close the opening at the end of the strip-shaped drain material with a large-diameter hollow cross section, thereby eliminating the intrusion of earth and sand, and furthermore, when the mandrel is pulled out, it strongly digs into the ground. The object of the present invention is to provide an anchor for a strip-shaped drain material that effectively prevents the strip-shaped drain material from coming off.
(問題点を解決するための手段)
このような従来の問題を解決し、所期の目的を
達成するための本考案の要旨とするところは、長
手方向に複数の通水路を有するとともに表裏に該
通水路に連通する通水窓を有する帯状をした芯材
の外面を濾過布をもつて被覆した帯状ドレーン材
の端面に当接される板状のアンカープレートと、
該アンカープレートの表面に突設され、前記通水
路に挿入自在で、かつ、前記通水窓に係止される
鉤部を一体に有する複数の係止突起とを備え、前
記アンカープレートは前記帯状ドレーン材打込み
用マンドレルの端面の外形より大きく成形されて
いることを特徴としてなる帯状ドレーン材用アン
カーに存する。(Means for Solving the Problems) The gist of the present invention in order to solve such conventional problems and achieve the intended purpose is to have multiple passageways in the longitudinal direction and to a plate-shaped anchor plate that comes into contact with an end surface of a belt-shaped drain material that has a belt-shaped core material that has a water flow window that communicates with the water passageway, and covers the outer surface of the belt-shaped drain material with a filter cloth;
The anchor plate includes a plurality of locking protrusions that protrude from the surface of the anchor plate, are insertable into the water passageway, and integrally have a hook portion that is locked to the water flow window, and the anchor plate A belt-shaped anchor for drain material is characterized in that it is formed larger than the outer shape of the end face of a mandrel for driving drain material.
(作用)
この帯状ドレーン材アンカーは、帯状ドレーン
材をマンドレルに挿通した状態で、その下端の通
水路の開口に係止突起を挿通することにより、鉤
部が芯材の通水窓に嵌合されて抜け止めされる。
この状態でアンカープレートをマンドレルの下端
面に当接させた状態で地盤中にマンドレルととも
に圧入する。そしてマンドレルを引き抜くと、ア
ンカープレートがマンドレルの下端面外縁より外
側に突出しているため、これが地盤に食い込んで
アンカーとなり、帯状ドレーン材が地盤中に残さ
れた状態でマンドレルのみが引き抜かれる。(Function) This belt-shaped drain material anchor is made by inserting the belt-shaped drain material into the mandrel and inserting the locking protrusion into the opening of the water passageway at the lower end of the mandrel, so that the hook part fits into the water passage window of the core material. and is stopped from falling out.
In this state, the anchor plate is pressed into the ground together with the mandrel, with the anchor plate in contact with the lower end surface of the mandrel. When the mandrel is pulled out, the anchor plate protrudes outward from the outer edge of the lower end surface of the mandrel, so it bites into the ground and becomes an anchor, and only the mandrel is pulled out with the strip of drain material remaining in the ground.
(実施例)
次に、本考案の実施の一例を図面について説明
する。(Example) Next, an example of implementation of the present invention will be described with reference to the drawings.
先ず、本考案にかかるアンカーAを使用する帯
状ドレーン材Bを第5図〜第8図について説明す
る。 First, a strip-shaped drain material B using the anchor A according to the present invention will be explained with reference to FIGS. 5 to 8.
この帯状ドレーン材Bは横断面が略矩形状をし
ており、その相対向する広面が通水板1Aとなつ
ている芯材1と、その芯材1の表面を被覆した不
織布からなる濾過布2とで構成されている。 This strip-shaped drain material B has a substantially rectangular cross section, and includes a core material 1 whose opposing wide surfaces serve as water passing plates 1A, and a filter cloth made of a non-woven fabric covering the surface of the core material 1. It is composed of 2.
芯材1は、幅Wが100〜150mm、厚さが10〜15mm
程度の矩形の断面形状をなしており、内部は両通
水板1A間を幅方向に間隔をおいて連結する複数
のリブ1Cで仕切られ、これによつて芯材1の長
手方向に向けた複数の通水路1Bが形成されてい
る。 Core material 1 has a width W of 100 to 150 mm and a thickness of 10 to 15 mm.
It has a rectangular cross-sectional shape of about 100 yen, and the inside is partitioned by a plurality of ribs 1C that connect both water passage plates 1A at intervals in the width direction, so that the core material 1 is oriented in the longitudinal direction. A plurality of water passages 1B are formed.
芯材1の通水板1Aにはその幅方向に向けた5
mm程度の幅の溝1Dが芯材の長手方向に5mm程度
の間隔を隔てて多数形成されており、その溝1D
の底部が各通水路1Bに連通して通水窓1Eを構
成している。この溝1Dは両通水板1A,1A相
互間において互い違いの位置に形成されている。
このような芯材1は配合によつて硬軟がコントロ
ールできる塩化ビニル、ポリエチレン等の合成樹
脂材で形成されている。 The water passage plate 1A of the core material 1 has 5 holes facing in its width direction.
A large number of grooves 1D with a width of about mm are formed in the longitudinal direction of the core material at intervals of about 5 mm, and the grooves 1D
The bottom portion thereof communicates with each water passageway 1B to form a water passage window 1E. The grooves 1D are formed at alternate positions between the water passing plates 1A, 1A.
The core material 1 is made of a synthetic resin material such as vinyl chloride or polyethylene whose hardness and softness can be controlled by adjusting the composition.
次に、上述の如き大径の中空断面を有する帯状
ドレーン材Bに使用するアアンカーAについて説
明する。 Next, the anchor A used in the belt-shaped drain material B having a large-diameter hollow cross section as described above will be explained.
このアンカーAは、第1図〜第3図に示すよう
に、一枚の平板状をしたアンカープレート11
と、そのアンカープレート11の片面に一体に突
設された二種類の係止突起12,13とから構成
されている。各係止突起12,13はそれぞれ帯
状ドレーン材Bの別々の通水路1Bに同時に嵌り
合う配置に突設されており、それらの先端部には
互いに逆側の面に鉤部12a,13aが一体成形
されている。この各鉤部12a,13aは帯状ド
レーン材Bの通水板1A,1Aの内側から、それ
らに開口されている互い違い配置の通水窓1E,
1Eにそれぞれ係合して抜け止めされるようにし
ている。 As shown in FIGS. 1 to 3, this anchor A consists of a single flat anchor plate 11.
and two types of locking protrusions 12 and 13 integrally protruding from one side of the anchor plate 11. Each of the locking protrusions 12 and 13 is provided in a protruding manner so as to simultaneously fit into the separate water passages 1B of the strip-shaped drain material B, and hook portions 12a and 13a are integrally formed on opposite surfaces of the distal ends of the protrusions 12 and 13. Molded. These hook portions 12a, 13a are opened from the inside of the water passage plates 1A, 1A of the strip-shaped drain material B, and the water passage windows 1E, which are arranged alternately, are opened therein.
1E and are prevented from coming off.
またアンカープレート11は第4図に示すよう
に、帯状ドレーン材打ち込み用のマンドレル14
の下端面の外形より大きく形成されている。 In addition, the anchor plate 11 is connected to a mandrel 14 for driving a strip-shaped drain material, as shown in FIG.
It is larger than the outer shape of the lower end surface.
このように構成されるアンカーAは、第4図に
示すようにマンドレル14に挿通した帯状ドレー
ン材Bの通水路1B内に各係止突起12,13を
圧入する。これによつて各係止突起12,13の
鉤部12a,13aが芯材1の通水窓1Eに係合
して抜け止めされる。このようにして帯状ドレー
ン材BにアンカーAを取り付けた状態で、アンカ
ープレート11をマンドレル14の下端面に当接
させ、地盤中にマンドレル14とともに圧入す
る。そして、圧入後マンドレル14を引き抜く
と、アンカープレート11がマンドレル14の下
端外方に突出しているため、これが土中に喰い込
んで抜けが阻止され、これによつて帯状ドレーン
材Bが地盤中に残され、マンドレル14のみが引
き抜かれ、帯状ドレーン材の打ち込みが完了す
る。 As shown in FIG. 4, the anchor A constructed in this manner press-fits the respective locking protrusions 12 and 13 into the passageway 1B of the strip-shaped drain material B inserted through the mandrel 14. As a result, the hook portions 12a and 13a of each of the locking protrusions 12 and 13 engage with the water passage window 1E of the core material 1 and are prevented from coming off. With the anchor A attached to the strip-shaped drain material B in this manner, the anchor plate 11 is brought into contact with the lower end surface of the mandrel 14 and press-fitted together with the mandrel 14 into the ground. When the mandrel 14 is pulled out after press-fitting, the anchor plate 11 protrudes outward from the lower end of the mandrel 14, so it digs into the soil and prevents it from coming off, thereby allowing the strip-shaped drain material B to sink into the ground. Only the mandrel 14 remains and is pulled out, completing the driving of the strip-shaped drain material.
(考案の効果)
本考案の帯状ドレーン材用アンカーは上述の如
く構成され、帯状ドレーン材の端面に開口した通
水路に挿入されて通水窓に係止される鉤部を有す
る係止突起をアンカープレートに突出させて構成
したことにより、帯状ドレーン材への装着はワン
タツチで簡単になすことが可能になり、また、帯
状ドレーン材に開口している通水路はアンカープ
レートによつて閉鎖されるため、打ち込みに際し
て土砂が侵入することがなくなり、またアンカー
プレートによつてマンドレルの下端開口をも閉鎖
されるため、マンドレルの帯状ドレーン材間への
土砂の侵入がなくなり、引き抜きの際に帯状ドレ
ーン材の抜けが保証されることとなり、常にスム
ーズな打ち込みが可能になつたものである。(Effect of the invention) The anchor for a strip-shaped drain material of the present invention is constructed as described above, and has a locking protrusion having a hook portion that is inserted into a passageway opened at the end face of the strip-shaped drain material and is latched to a water passage window. Since it is configured to protrude from the anchor plate, it can be easily attached to the strip-shaped drain material with one touch, and the water passage opening to the strip-shaped drain material can be closed by the anchor plate. This prevents dirt from entering during driving, and since the lower end opening of the mandrel is also closed by the anchor plate, dirt does not enter between the strips of drain material on the mandrel, and when pulling out the strip drain material. As a result, smooth driving is now possible.
図面は本考案の実施の一例を示すもので、第1
図はアンカーの平面図、第2図は同正面図第3図
は同側面図、第4図は使用状態の縦断面図、第5
図は帯状ドレーン材の濾過布の一部を取り除いて
示す平面図、第6図は同側面図、第7図は帯状ド
レーン材の縦断面図、第8図は第7図中の−
線断面図である。
A……アンカー、B……帯状、1B……通水
路、1E……通水窓、11……アンカープレー
ト、12,13……係止突起、12a,13a…
…鉤部、14……マンドレル。
The drawings show an example of the implementation of the present invention.
The figure is a plan view of the anchor, Figure 2 is a front view of the anchor, Figure 3 is a side view of the same, Figure 4 is a longitudinal sectional view of the anchor in use, and Figure 5 is a longitudinal sectional view of the anchor.
The figure is a plan view of the strip-shaped drain material with part of the filter cloth removed, FIG. 6 is a side view of the same, FIG. 7 is a vertical cross-sectional view of the strip-shaped drain material, and FIG.
FIG. A...Anchor, B...Band shape, 1B...Water channel, 1E...Water window, 11...Anchor plate, 12, 13...Locking protrusion, 12a, 13a...
...Hook part, 14...Mandrel.
Claims (1)
に該通水路に連通する通水窓を有する帯状をした
芯材の外面を濾過布をもつて被覆した帯状ドレー
ン材の端面に当接される板状のアンカープレート
と、該アンカープレートの表面に突設され、前記
通水路に挿入自在で、かつ、前記通水窓に係止さ
れる鉤部を一体に有する複数の係止突起とを備
え、前記アンカープレートは前記帯状ドレーン材
打込み用マンドレルの端面の外形より大きく成形
されていることを特徴としてなる帯状ドレーン材
用アンカー。 A plate-shaped plate that abuts the end face of a belt-shaped drain material, which has a plurality of water passages in the longitudinal direction and has a water passage window communicating with the water passages on the front and back sides, and the outer surface of the core material is covered with a filter cloth. an anchor plate; and a plurality of locking protrusions that project from the surface of the anchor plate, are insertable into the water passageway, and integrally have hooks that are locked to the water flow window, An anchor for a strip-shaped drain material, characterized in that the anchor plate is formed larger than the outer shape of the end surface of the mandrel for driving the strip-shaped drain material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19662587U JPH0540106Y2 (en) | 1987-12-26 | 1987-12-26 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19662587U JPH0540106Y2 (en) | 1987-12-26 | 1987-12-26 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01102222U JPH01102222U (en) | 1989-07-10 |
JPH0540106Y2 true JPH0540106Y2 (en) | 1993-10-12 |
Family
ID=31487225
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19662587U Expired - Lifetime JPH0540106Y2 (en) | 1987-12-26 | 1987-12-26 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0540106Y2 (en) |
-
1987
- 1987-12-26 JP JP19662587U patent/JPH0540106Y2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH01102222U (en) | 1989-07-10 |
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