JPH0799076B2 - Water absorbing expansive water blocking material and water blocking method using the same - Google Patents

Water absorbing expansive water blocking material and water blocking method using the same

Info

Publication number
JPH0799076B2
JPH0799076B2 JP16645991A JP16645991A JPH0799076B2 JP H0799076 B2 JPH0799076 B2 JP H0799076B2 JP 16645991 A JP16645991 A JP 16645991A JP 16645991 A JP16645991 A JP 16645991A JP H0799076 B2 JPH0799076 B2 JP H0799076B2
Authority
JP
Japan
Prior art keywords
water
stopping
hole
expansive
molded body
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
JP16645991A
Other languages
Japanese (ja)
Other versions
JPH04363499A (en
Inventor
幹男 福冨
耕嗣 東岡
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.)
Oyo Corp
Original Assignee
Oyo 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 Oyo Corp filed Critical Oyo Corp
Priority to JP16645991A priority Critical patent/JPH0799076B2/en
Publication of JPH04363499A publication Critical patent/JPH04363499A/en
Publication of JPH0799076B2 publication Critical patent/JPH0799076B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B33/00Sealing or packing boreholes or wells
    • E21B33/10Sealing or packing boreholes or wells in the borehole
    • E21B33/12Packers; Plugs
    • E21B33/1208Packers; Plugs characterised by the construction of the sealing or packing means

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、軟質で膨張速度の速い
吸水膨張性素材と硬質で膨張速度の遅い吸水膨張性素材
からなる各成形体を所定の配列状態で複合化した吸水膨
張性止水材、及びそれを用いる孔内止水工法に関するも
のである。この止水材及びそれを用いる止水工法は、ア
ンカーロックボルトやアースアンカーの止水、グラウト
注入口の止水、ボーリング孔でのパッカー、水抜き排水
孔での口元処理の止水など、地中孔内や各種管内での止
水に好適な技術である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-absorptive stopper which is a composite of molded articles made of a water-absorptive material which is soft and has a high expansion rate and a hard water-expansion material which has a low expansion rate in a predetermined arrangement. The present invention relates to a water material and a method of stopping water in a hole using the water material. This water-stopping material and water-stopping method using it include water-stopping for anchor lock bolts and earth anchors, water-stopping for grout inlets, packers for boring holes, and water-stopping for mouth treatment at drainage holes. This technique is suitable for stopping water in the borehole and various pipes.

【0002】[0002]

【従来の技術】最近、アンカーロックボルトやアースア
ンカーの止水材、あるいはグラウト注入口の止水材等と
して、吸水膨張性素材が用いられている。それらは全て
単一の素材からなる成形体であり、例えば速やかに膨張
することが要求される場合は、吸水膨張性を付与したス
ポンジ状のウレタン樹脂が多用されている。またボーリ
ング孔でのパッカーのように、特に大きな膨張圧及び膨
張時の強度が必要な場合は、合成ゴムや天然ゴムをベー
スとしてそれに吸水膨張性を付与した素材が用いられ
る。
2. Description of the Related Art Recently, a water-absorptive material has been used as a water blocking material for anchor lock bolts and earth anchors, a water blocking material for grout injection ports, and the like. All of them are molded bodies made of a single material, and, for example, when rapid expansion is required, a sponge-like urethane resin imparted with water-absorptive property is often used. When a large expansion pressure and a high strength at expansion are required, such as a packer in a boring hole, a synthetic rubber or natural rubber-based material having water-absorptive properties is used.

【0003】作業は例えば次のような手順で行う。まず
地中孔内にアンカーロックボルトやアースアンカー、グ
ラウト注入管を挿入し、それらと孔壁との間に前記止水
材を配置する。次いでセメントミルクやグラウト材を注
入し、余分な注入材料が孔口から溢れ出てくる状態にな
るまで行う。それによって注入材料が充分に注入された
ことが分かり、その余分の材料の水分を吸収して止水材
が膨張し、止水する。またボーリング孔のパッカーのよ
うな場合は、周囲に存在する地下水などを吸収して膨張
し止水する。
The work is performed in the following procedure, for example. First, an anchor lock bolt, an earth anchor, and a grout injection pipe are inserted into the underground hole, and the water blocking material is arranged between them and the hole wall. Then, cement milk or grout material is injected until the excess injection material overflows from the hole mouth. As a result, it can be seen that the injection material has been sufficiently injected, and the water of the excess material is absorbed, and the water blocking material expands to stop the water. Also, in the case of a packer such as a boring hole, it absorbs the surrounding groundwater and expands to stop the water.

【0004】[0004]

【発明が解決しようとする課題】アンカーロックボルト
などの止水では、止水材は、注入材料が孔口から溢れ出
てきた時に素早く吸水膨張して充分な止水効果を発揮す
る必要がある。その点では、スポンジ状のウレタン樹脂
をベースとして吸水膨張性を付与した素材は膨張速度が
極めて速い(通常、数分で膨張する)ため好ましい。し
かし、この種の素材は非常に軟質であり強度が小さく、
膨張とともに長さ方向(管軸方向)に不均等に変形しパ
ッキングの機能が失われがちである。またセメントミル
クやグラウト材などの注入方向が上向きの場合は、それ
ら注入材料の重量を支えることができない。更に周囲に
水分が存在し且つ孔口から離れた位置に挿入しようとす
る場合、止水材が完全に押し込まれる前に孔口付近で膨
張してしまい、予め規定した位置まで挿入できず、所定
の位置での止水機能を果たし得ないことも起こる。
In stopping water such as anchor lock bolts, it is necessary for the water stopping material to quickly absorb water and expand when the injected material overflows from the hole mouth to exhibit a sufficient water stopping effect. . In this respect, a material which is made of a sponge-like urethane resin and has water-absorptive expansivity is preferable because it has an extremely high expansion rate (usually expands in a few minutes). However, this kind of material is very soft and has low strength,
As it expands, it tends to deform unevenly in the length direction (pipe axis direction) and lose its packing function. Further, when the injection direction of cement milk or grout material is upward, the weight of the injection material cannot be supported. Furthermore, if water is present in the surroundings and you try to insert it at a position away from the hole opening, the water blocking material will expand near the hole opening before it is completely pushed in, and it will not be possible to insert it up to the specified position. It also happens that the water stop function cannot be achieved at the position.

【0005】それに対して合成ゴムや天然ゴム等をベー
スとして吸水膨張性を付与した素材は、膨張時に充分大
きな強度と膨張圧を呈するため、注入材料の重量を支え
ることができる。しかし、この種の素材は膨張速度が遅
く(通常、膨張には数時間〜数十時間かかる)、注入材
料が孔口から溢れ出てきた時に直ちに充分な止水効果を
発揮させることができない。また予め別に注水するなど
して吸水膨張させるにしても長時間を要するため、注入
作業を開始するまでに時間がかかり、作業能率が低くな
る欠点がある。
On the other hand, a material which is made of synthetic rubber, natural rubber or the like and has water-swelling expansibility exhibits sufficiently large strength and expansive pressure upon expansion, and therefore can support the weight of the injected material. However, this type of material has a slow expansion rate (usually, it takes several hours to several tens of hours for expansion), and it is impossible to immediately exert a sufficient water blocking effect when the injected material overflows from the hole mouth. In addition, since it takes a long time even if water is absorbed and expanded by separately pouring water separately, it takes a long time to start the injection work, and there is a drawback that the work efficiency becomes low.

【0006】本発明の目的は、上記のような従来技術の
欠点を解消し、必要な時に素早く膨張して止水し、且つ
充分大きな強度と膨張圧を発揮して注入材料や隙間充填
材料などの重量を支えることができ、作業性の良好な吸
水膨張性止水材、及びそれを用いた止水工法を提供する
ことである。
The object of the present invention is to solve the above-mentioned drawbacks of the prior art, to rapidly expand and stop water when necessary, and to exert a sufficiently large strength and expansion pressure to inject material, gap filling material, etc. (EN) Provided are a water-absorptive and water-stopping material that can support the weight of the above and has good workability, and a water-stopping method using the same.

【0007】[0007]

【課題を解決するための手段】本発明は、図1に示すよ
うに、軟質で膨張速度が速い吸水膨張性素材からなる成
形体10を挾むように、その両側に硬質で膨張速度が遅
い吸水膨張性素材からなる成形体12を配置した吸水膨
張性止水材である。ここで用いる軟質で膨張速度が速い
吸水膨張性素材としては、数分で膨張する吸水性を付与
したスポンジ状のポリウレタン樹脂が好ましい。また硬
質で膨張速度が遅い吸水膨張性素材としては、数時間〜
数十時間で膨張する吸水性を付与した合成ゴムが好適で
ある。
The present invention, as shown in FIG. 1, is such that a molded body 10 made of a water-absorbent expansive material that is soft and has a high expansion rate is sandwiched between both sides so that it is hard and has a low expansion rate. It is a water-absorptive and water-stopping material in which a molded body 12 made of a flexible material is arranged. As the water-swellable and expansive material which is soft and has a high expansion rate, a sponge-like polyurethane resin imparted with water absorbency that expands in a few minutes is preferable. Also, as a water-absorbent expansive material that is hard and has a slow expansion rate,
A synthetic rubber that imparts water absorbency that swells in several tens of hours is suitable.

【0008】また本発明は図2に示すように、孔14内
に挿通した管16とその孔壁面18との間の隙間に、孔
14と管16の横断面形状に対応した形状をなしている
上記の吸水膨張性止水材を、その各成形体12,10,
12が管長手方向に順次密着配列されるように挿入し、
周囲に存在する水を吸収させ膨張させて止水する工法で
ある。ここで各成形体は、接着剤などで一体化されてい
てもよいし、別体のものを単に密着するように配置して
挿入してもよい。
Further, according to the present invention, as shown in FIG. 2, the gap between the pipe 16 inserted into the hole 14 and the wall surface 18 of the pipe is formed in a shape corresponding to the cross-sectional shape of the hole 14 and the pipe 16. The above-mentioned water-absorption-expandable water-stopping material is
12 are inserted so that they are closely aligned in the longitudinal direction of the pipe,
It is a construction method that absorbs the water existing in the surroundings and expands it to stop the water. Here, each molded body may be integrated with an adhesive or the like, or another molded body may be arranged and inserted so as to simply adhere to each other.

【0009】[0009]

【作用】軟質の成形体10の両側に硬質の成形体12を
配置すると、図2のAに示すように、孔内などへの挿入
時は両側の硬質の成形体12によって軟質の成形体10
がガードされ、挿入深さが長くなっても、また多少の水
分を吸収して膨張しても所定の位置まで容易に挿入可能
となる。そして図2のBに示すように、まず所定の位置
で、軟質の成形体10が周囲の水分を吸収して素早く膨
張する。両側が硬質の成形体12でガードされた状態で
吸水膨張するため、軸方向の不均等膨張は生じない。こ
れによって管16と孔壁面18との間での初期の止水効
果が得られる。その後数時間経過すると、徐々に硬質の
成形体12が吸水膨張し、図2のCに示すように、長期
的にはそれら全体が吸水膨張して前記隙間を塞ぐ。
When the hard molded bodies 12 are arranged on both sides of the soft molded body 10, as shown in FIG. 2A, when the hard molded bodies 12 are inserted into a hole or the like, the soft molded bodies 10 on both sides are softened by the hard molded bodies 12 on both sides.
Even if the insertion depth becomes long, or even if some water is absorbed and expanded, it can be easily inserted to a predetermined position. Then, as shown in FIG. 2B, first, at a predetermined position, the soft molded body 10 absorbs surrounding moisture and quickly expands. Since both sides are protected by the hard molded body 12 to absorb water and expand, uneven expansion in the axial direction does not occur. As a result, an initial water blocking effect between the pipe 16 and the hole wall surface 18 is obtained. After a lapse of several hours thereafter, the hard molded body 12 gradually expands due to water absorption, and as shown in FIG. 2C, the whole thereof absorbs water and expands to close the gap.

【0010】ここで成形体10は軟質であるため、表面
の粗い孔壁面18でもその凹凸になじんで密着して止水
効果を高める。硬質の成形体12は充分な強度と膨張圧
を発揮し、軟質の成形体10をガードすると共に、注入
材料などの荷重を支える機能も果たす。
Here, since the molded body 10 is soft, even the wall surface 18 of the hole having a rough surface conforms to the irregularities and closely adheres to enhance the water blocking effect. The hard molded body 12 exerts sufficient strength and expansion pressure, guards the soft molded body 10 and also has a function of supporting a load such as an injection material.

【0011】[0011]

【実施例】図3は本発明に係る吸水膨張性止水材の一実
施例を示す斜視図である。この吸水膨張性止水材20
は、図4に示すように、地中孔30内にグラウト管注入
32を設置し、上部の隙間にセメント34を注入して固
定する場合に有用である。
EXAMPLE FIG. 3 is a perspective view showing an example of a water-absorptive and water-stopping material according to the present invention. This water-swellable water-stop material 20
Is useful when the grout pipe injection 32 is installed in the underground hole 30 and the cement 34 is injected and fixed in the upper clearance, as shown in FIG.

【0012】この吸水膨張性止水材20は、軟質で膨張
速度が速い吸水膨張性素材からなる成形体22と、それ
を挾むようにその両側に位置する硬質で膨張速度が遅い
吸水膨張性素材からなる成形体24とからなる。それら
成形体22,24は、円板状もしくは円柱状をなし且つ
同じ箇所に大小2個の円形貫通穴26,28を設けた構
造である。ここで軟質の吸水膨張性素材は、吸水膨張性
高分子化合物(例えばビニルアルコール−アクリル酸塩
共重合体やポリアクリル酸塩等)を配合したスポンジ状
のウレタン樹脂であり、厚さが15mmの場合は5分程度
で体積が約8倍に膨張する。硬質の吸水膨張性素材は、
同様の吸水膨張性高分子化合物を合成ゴムに配合したも
のであり、厚さが3mmの場合は約24時間で体積が約2
5倍となる。それぞれの成形体の膨張時間は、素材の組
成、成形体の厚さ及び形状によって変化する。本実施例
において使用した成形体22の厚さは15mm、成形体2
4の厚さは両方とも6mm、それらの直径は84mmであ
り、円形貫通穴26の直径は48mm、円形貫通穴28の
直径は18mmである。3個の成形体24,22,24は
使用時に密着した状態であればよく、予め接着剤などで
一体化させたものでもよい。
This water-swellable water-stop material 20 comprises a molded body 22 made of a soft, fast-swelling water-swelling material, and hard, slow-swelling water-swelling material positioned on both sides of the molded body 22 so as to sandwich it. And a molded body 24. The molded bodies 22 and 24 are in the shape of a disk or a cylinder and have a structure in which two large and small circular through holes 26 and 28 are provided at the same location. Here, the soft water-swellable material is a sponge-like urethane resin containing a water-swellable polymer compound (for example, vinyl alcohol-acrylate copolymer or polyacrylate), and has a thickness of 15 mm. In this case, the volume expands about 8 times in about 5 minutes. Hard water-swellable material,
The same water-swellable polymer compound is blended with synthetic rubber. When the thickness is 3 mm, the volume is about 2 hours in about 24 hours.
It will be 5 times. The expansion time of each molded product changes depending on the composition of the material, the thickness and shape of the molded product. The thickness of the molded body 22 used in this example is 15 mm, and the molded body 2 is
Both 4 have a thickness of 6 mm, their diameter is 84 mm, the diameter of the circular through hole 26 is 48 mm and the diameter of the circular through hole 28 is 18 mm. The three molded bodies 24, 22, 24 may be in a state of being in close contact with each other at the time of use, and may be previously integrated with an adhesive or the like.

【0013】図4に示す例では、先端側が小径(76mm
φ)で孔口側が大径(86mmφ)の2段構造になった地
中孔30をボーリングで形成する。硬質の成形体24と
軟質の成形体22と硬質の成形体24の3者が管長手方
向にその順序で密着配列させた状態で挿入する。実際に
は大径のグラウト注入管32を大径の円形貫通穴26に
挿通し、小径の排出管36を小径の円形貫通穴28に挿
通して、その状態で地中孔30内に降ろす。ここでは吸
水膨張性止水材20を設置した深度よりも上部に地下水
位面が存在したことから、吸水膨張性止水材20を挿入
した直後から膨張を開始し、3〜5分経過後には軟質の
吸水膨張性素材が完全に膨張して孔壁に密着していた。
そして挿入10分後に、上部からグラウト注入管32及
び排出管36と孔壁面との隙間にセメント34を注入し
たところ、ほぼ規定の注入量で孔口までセメントで満た
された。しばらく経過した後でも、注入したセメントが
抜けることはなく、吸水膨張性止水材20による止水性
並びにセメント保持性を確認できた。
In the example shown in FIG. 4, the tip side has a small diameter (76 mm
φ), the hole side has a large diameter (86 mmφ) and a two-step underground hole 30 is formed by boring. The hard molded body 24, the soft molded body 22 and the hard molded body 24 are inserted in a state in which they are closely arranged in that order in the longitudinal direction of the pipe. In practice, the large-diameter grout injection pipe 32 is inserted into the large-diameter circular through hole 26, and the small-diameter discharge pipe 36 is inserted into the small-diameter circular through hole 28, and is lowered into the underground hole 30 in that state. Here, since the groundwater level surface was present above the depth at which the water-absorptive water-stopping material 20 was installed, expansion started immediately after the water-swellable water-stopping material 20 was inserted, and after 3 to 5 minutes had elapsed. The soft, water-swellable material completely expanded and adhered to the hole wall.
Then, 10 minutes after the insertion, when cement 34 was injected into the gap between the grout injection pipe 32 and the discharge pipe 36 and the wall surface of the hole from the upper part, the hole was filled with the cement at a substantially prescribed injection amount. Even after a while, the injected cement did not come off, and it was possible to confirm the water-stopping property and the cement-retaining property of the water-absorptive water-stopping material 20.

【0014】なおこの例は、止水完了後、グラウト注入
管32から地中孔30内底部にグラウトを注入し、余分
なグラウトが排出管36から溢れ出るのを確認して注入
作業を完了するものである。
In this example, after the water stop is completed, the grout is injected from the grout injection pipe 32 to the inner bottom portion of the underground hole 30, and it is confirmed that excess grout overflows from the discharge pipe 36, and the injection work is completed. It is a thing.

【0015】本発明はその他、アンカーロックボルトや
アースアンカーの止水、ボーリング孔でのパッカー、水
抜き排水孔での口元処理の止水など、地中孔内や各種管
内での止水に有用である。特に、止水材に荷重が加わる
場合、例えば上記のように下向きの孔で止水材の上部を
セメント等の隙間充填材料で満たす場合、あるいは上向
きに注入材料を注入する場合などで有効である。
The present invention is also useful for stopping water in underground holes and various pipes, such as water stopping of anchor lock bolts and earth anchors, packing of boring holes, and water stopping of mouth treatment at drainage holes. Is. Particularly, it is effective when a load is applied to the water blocking material, for example, when filling the upper part of the water blocking material with a gap filling material such as cement in the downward hole as described above, or when injecting the injection material upward. .

【0016】なお上記実施例は、軟質で膨張速度が速い
吸水膨張性素材の成形体の両側に硬質で膨張速度が遅い
吸水膨張性素材の成形体を配置した3層構造であるが、
更に高い止水性能が要求される場合は、軟質の成形体を
複数個配置し更に中間に硬質の成形体を挿入する多層構
造としてもよい。各形成体の形状(厚さや外面形状)や
穴の有無、穴の個数や形状も、使用状態に応じて適宜変
更できる。
The above embodiment has a three-layer structure in which a molded body of a water absorbent expansive material which is soft and has a high expansion rate is arranged on both sides of a molded body of a water absorbent expansive material which is hard and has a slow expansion rate.
When higher water-stopping performance is required, a multilayer structure may be used in which a plurality of soft molded bodies are arranged and a hard molded body is inserted in the middle. The shape (thickness and outer surface shape) of each formed body, the presence or absence of holes, and the number and shape of holes can also be appropriately changed according to the usage state.

【0017】[0017]

【発明の効果】本発明は上記のように、軟質で膨張速度
が速い吸水膨張性素材からなる成形体を挾むように、そ
の両側に硬質で膨張速度が遅い吸水膨張性素材からなる
成形体を配置したことにより、素早く止水し且つ注入材
料等の荷重に耐える強度と膨張圧を有する理想的な吸水
膨張性止水材とすることができる。本発明の止水材は、
吸水膨張するまでの待機時間が短く且つ止水性能が高い
ことから、本発明工法によれば、作業能率を向上させる
ことができ、各種注入材料の保持も確実に行える効果が
ある。
INDUSTRIAL APPLICABILITY As described above, according to the present invention, a molded body made of a water-absorbent expansive material that is hard and has a low expansion rate is disposed on both sides of the molded body made of a soft water-expandable material that has a fast expansion rate. By doing so, it is possible to obtain an ideal water-absorption-expandable water-stopping material that has a strength and an expansion pressure that can stop water quickly and withstand a load such as an injection material. The waterproof material of the present invention is
Since the standby time until water absorption and expansion is short and the water stopping performance is high, according to the method of the present invention, the working efficiency can be improved, and various injection materials can be held reliably.

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

【図1】本発明に係る吸水膨張性止水材の分解斜視図。FIG. 1 is an exploded perspective view of a water-absorptive and water-stopping material according to the present invention.

【図2】本発明工法の原理説明図。FIG. 2 is an explanatory view of the principle of the method of the present invention.

【図3】本発明に係る吸水膨張性素材の一実施例を示す
分解斜視図。
FIG. 3 is an exploded perspective view showing an embodiment of a water-absorbing expansive material according to the present invention.

【図4】本発明工法の一例を示す説明図。FIG. 4 is an explanatory view showing an example of the method of the present invention.

【符号の説明】[Explanation of symbols]

10,22 軟質で張性速度の速い吸水膨張性素材から
なる成形体 12,24 硬質で膨張速度の遅い吸水膨張性素材から
なる成形体 14 孔 16 管 18 孔壁面 20 吸水膨張性止水材 30 地中孔
10,22 Molded body made of water-absorbent expansive material having soft and fast tonicity rate 12,24 Molded body made of water-absorbent expansive material having hard and slow expansion rate 14 Hole 16 Tube 18 Hole wall surface 20 Water-absorbent expansive water-stop material 30 Underground hole

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 軟質で膨張速度が速い吸水膨張性素材か
らなる成形体を挾むように、その両側に硬質で膨張速度
が遅い吸水膨張性素材からなる成形体をそれぞれ配置し
たことを特徴とする吸水膨張性止水材。
1. A water-absorbing material characterized in that a molded body made of a water-absorbent expansive material having a low expansion rate is arranged on both sides of the molded article made of a soft, water-expandable expansive material having a high expansion rate. Expansive waterproof material.
【請求項2】 軟質で膨張速度が速い吸水膨張性素材と
して、数分で膨張する吸水性を付与したスポンジ状のポ
リウレタン樹脂を用い、硬質で膨張速度が遅い吸水膨張
性素材として、数時間〜数十時間で膨張する吸水性を付
与した合成ゴムを用いる請求項1記載の吸水膨張性止水
材。
2. A water-swellable material that is soft and has a high expansion rate, and is made of a sponge-like polyurethane resin that is water-swellable and expands in a few minutes. The water-absorptive and water-stopping material according to claim 1, wherein a synthetic rubber imparting water absorbability that expands in several tens of hours is used.
【請求項3】 孔内に挿通した管と孔壁面との隙間に止
水材を配設することにより止水する工法において、孔及
び管の横断面形状に対応した形状をなす請求項1又は2
記載の吸水膨張性止水材を、その各成形体が管長手方向
に順次密着配列されるように挿入し、周囲に存在する水
を吸収し膨張して前記隙間を止水することを特徴とする
止水工法。
3. A method of stopping water by disposing a water-stopping material in a gap between a pipe inserted into the hole and a wall surface of the hole, wherein a shape corresponding to a cross-sectional shape of the hole and the pipe is formed. Two
The water-absorbing expansive water-stopping material described above is inserted so that the respective molded bodies thereof are sequentially arranged in close contact with each other in the longitudinal direction of the pipe, and absorbs water existing in the surroundings to expand and stop the gap. A water stop method.
JP16645991A 1991-06-11 1991-06-11 Water absorbing expansive water blocking material and water blocking method using the same Expired - Fee Related JPH0799076B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16645991A JPH0799076B2 (en) 1991-06-11 1991-06-11 Water absorbing expansive water blocking material and water blocking method using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16645991A JPH0799076B2 (en) 1991-06-11 1991-06-11 Water absorbing expansive water blocking material and water blocking method using the same

Publications (2)

Publication Number Publication Date
JPH04363499A JPH04363499A (en) 1992-12-16
JPH0799076B2 true JPH0799076B2 (en) 1995-10-25

Family

ID=15831798

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16645991A Expired - Fee Related JPH0799076B2 (en) 1991-06-11 1991-06-11 Water absorbing expansive water blocking material and water blocking method using the same

Country Status (1)

Country Link
JP (1) JPH0799076B2 (en)

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JPH0913866A (en) * 1995-06-29 1997-01-14 Nobuo Nakayama Water-barrier material

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Publication number Priority date Publication date Assignee Title
JPH0913866A (en) * 1995-06-29 1997-01-14 Nobuo Nakayama Water-barrier material

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