JPH0149756B2 - - Google Patents

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Publication number
JPH0149756B2
JPH0149756B2 JP63024006A JP2400688A JPH0149756B2 JP H0149756 B2 JPH0149756 B2 JP H0149756B2 JP 63024006 A JP63024006 A JP 63024006A JP 2400688 A JP2400688 A JP 2400688A JP H0149756 B2 JPH0149756 B2 JP H0149756B2
Authority
JP
Japan
Prior art keywords
water
swellable
stopping
rubber
material composition
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
Application number
JP63024006A
Other languages
Japanese (ja)
Other versions
JPS63308081A (en
Inventor
Yoshinobu Ishido
Hideo Tanaka
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.)
Hayakawa Rubber Co Ltd
Original Assignee
Hayakawa Rubber Co 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 Hayakawa Rubber Co Ltd filed Critical Hayakawa Rubber Co Ltd
Priority to JP2400688A priority Critical patent/JPS63308081A/en
Publication of JPS63308081A publication Critical patent/JPS63308081A/en
Publication of JPH0149756B2 publication Critical patent/JPH0149756B2/ja
Granted legal-status Critical Current

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  • Sealing Material Composition (AREA)

Description

【発明の詳細な説明】 本発明は各種構造物の間隙に充填して完全に閉
鎖し効果的な止水を行い得る新規な水膨潤性止水
材に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a novel water-swellable water-stopping material that can be filled into gaps in various structures to completely close them and provide effective water-stopping.

更らに詳しくは各種の芯材の外層に弾性あるゴ
ム質に水を吸収して容積を膨張する水膨潤性止水
材組成物を積層しコンクリート構造物やスチール
構造物の継手部に充填して外部からの水の流入に
より膨潤して水の侵入を阻止し又は内部からの水
の浸出を完全に阻止する止水工法に使用する水膨
潤止水材組成物に係る。
More specifically, a water-swellable water-stop material composition that absorbs water and expands its volume is laminated on the outer layer of various core materials and filled into the joints of concrete structures and steel structures. The present invention relates to a water-swelling water-stop material composition used in water-stop construction methods that swells with the inflow of water from the outside to prevent water from entering or completely prevent water from seeping out from the inside.

従来土木工事や建築工事に使用されている止水
材はゴム、プラスチツク、瀝青物等が使用されて
いるが、その多くは粘着性はあるが軟かすぎてべ
とついたり、感温性が悪く冬季硬くなりすぎて使
用上困難であつたりする。又長期間使用すると反
撥弾性の低下や、クリープ現象をきたして間隙の
変化に対応しにくくなり充分な止水効果を果さな
いと言う欠点が見られた。
Conventionally, waterproof materials used in civil engineering and construction work are made of rubber, plastic, bituminous materials, etc., but most of them have adhesive properties but are too soft and sticky, or are not sensitive to temperature. Unfortunately, it becomes too hard in the winter, making it difficult to use. In addition, when used for a long period of time, there is a drawback that the impact resilience decreases and a creep phenomenon occurs, making it difficult to respond to changes in the gap and not achieving a sufficient water-stopping effect.

近時水膨潤性止水材組成物として未架橋ゴム系
止水材の止水性を向上させる目的で有機水膨潤性
物質を混合することが行われているが、これらの
有機水膨潤性物質は配合割合が少ないと止水性能
の向上が充分でなく、配合割合が多くなるとゴム
マトリツクス中での分散が悪く、組成物の強度が
著るしく弱くなる。さらに有機水膨潤性物質の加
水分解、酸化劣化や腐敗が生じたり、膨潤乾燥の
繰返しにより膨張性能が低下したり、残存低分子
量成分による毒性等の問題があつた。
Recently, organic water-swellable substances have been mixed into water-swellable water-stop material compositions for the purpose of improving the water-stop properties of uncrosslinked rubber water-stop materials. If the blending ratio is small, the water-stopping performance will not be improved sufficiently, and if the blending ratio is high, the dispersion in the rubber matrix will be poor and the strength of the composition will be significantly weakened. Furthermore, there were problems such as hydrolysis, oxidative deterioration and putrefaction of the organic water-swellable substance, reduction in swelling performance due to repeated swelling and drying, and toxicity due to residual low molecular weight components.

近時土木施工に用いられるコンクリート製品例
えばボツクスカルバードやコンクリートフリユー
ムの連結部分の止水材料として多くの材料が見ら
れる。止水材料としては例えば弾性軟質アスフア
ルト製のもの、アタクチツクポリプロピレンを主
体とする軟質粘着物に半硬質のプラスチツクス製
の芯材を内蔵せしめたもの、ゴム又はプラスチツ
クス製の発泡体や、これらの外周の全面や一部に
粘着材層を設けたもの等がある。
Recently, many materials have been used as water-stopping materials for connecting parts of concrete products used in civil engineering construction, such as box skulls and concrete furiums. Water-stopping materials include, for example, those made of elastic soft asphalt, soft adhesive materials mainly made of atactic polypropylene with a semi-hard plastic core material built in, rubber or plastic foams, and the like. There are some that have an adhesive layer provided on the entire or part of the outer periphery.

又一方コンクリート製品の連結部分は雄雌形状
のソケツト方式のものが多く見られる。この連結
部分の寸法は大略一定であるが寸法上の精度が必
ずしも一定でなく、又施工方法の良否や地盤の
不、等沈下のためしばしば漏水の問題が発生して
いる。
On the other hand, the connecting parts of concrete products are often of the male-female socket type. Although the dimensions of this connecting part are approximately constant, the dimensional accuracy is not necessarily constant, and problems of water leakage often occur due to poor construction methods, poor ground conditions, and subsidence.

上述の弾性軟質アスフアルトやアタクチツクポ
リプロピレンを主体とするものはその感温性の作
用で冬季は非常に硬くなり作業性を低下するし夏
季は軟かくなりすぎてべとべとし何れも作業性を
低下する。ゴム又はプラスチツクス製の発泡体の
場合も気泡構造や圧縮性の問題で寸法上の精度や
コンクリート面の不陸を充分吸収し切れない。こ
れらの作業性の良否や材質に起因する不充分さの
ため漏水する原因となつている。
Materials mainly made of the above-mentioned elastic soft asphalt or atactic polypropylene become very hard in the winter due to their temperature-sensitive properties, reducing workability, and become too soft and sticky in the summer, reducing workability in both cases. . Even in the case of rubber or plastic foams, problems with cell structure and compressibility make it difficult to fully absorb dimensional accuracy and unevenness of concrete surfaces. Inadequacies due to the quality of these workability and materials are the cause of water leakage.

本発明は上記のような欠点を改良して寸法上の
精度や施工作業時の条件の差を止水材料の水膨潤
性の機能により吸収し漏水を防ぎ得る止水材を提
供するものである。
The present invention improves the above-mentioned drawbacks and provides a water-stopping material that can prevent water leakage by absorbing differences in dimensional accuracy and construction work conditions through the water-swelling function of the water-stopping material. .

本発明は抗張力の大きい紐状芯材と、これを囲
繞する少くとも水膨潤性止水材組成物との積層体
より成る水膨潤性止水材であつて、水膨潤性止水
材組成物は再生ゴムを主体としたゴムに重量比で
ケイ酸類10〜20%、ベントナイト10〜60%、可塑
剤10〜40%を配合したものより成る水膨潤性止水
材を提供するにある。
The present invention is a water-swellable water-stopping material comprising a laminate of a string-like core material with high tensile strength and at least a water-swellable waterstopping material composition surrounding the core material, the water-swellable waterstopping material composition comprising: The object of the present invention is to provide a water-swellable water-stopping material made of a rubber mainly composed of recycled rubber, which is blended with 10-20% silicic acid, 10-60% bentonite, and 10-40% plasticizer by weight.

抗張力の大きい紐状芯材は硬質ゴム、硬質プラ
スチツク又は金属或はそれらの複合材より成るも
のが使用できる。また抗張力の大きい紐状芯材は
中空体、棒状体、紐状体又は板状体より成るもの
がよい。
The string-like core material having high tensile strength can be made of hard rubber, hard plastic, metal, or a composite material thereof. Further, the string-like core material having high tensile strength is preferably made of a hollow body, a rod-like body, a string-like body, or a plate-like body.

本発明の他の目的とする所は抗張力の大きい紐
状芯材と、これを囲繞する水膨潤性止水材組成物
層と、前記水膨潤性止水材組成物層に一部又は全
部を被覆したスポンジ等の水透過性弾性体層との
積層体より成り、前記水膨潤性止水材組成物は再
生ゴムを主体としたゴムに重量比でケイ酸類10〜
20%、ベントナイト10〜60%、可塑剤10〜40%を
配合したものより成る水膨潤性止水材を提供する
にある。
Another object of the present invention is to provide a cord-like core material with high tensile strength, a water-swellable water-stop material composition layer surrounding the core material, and a part or all of the water-swellable water-stop material composition layer. The water-swellable water-stopping material composition is composed of a laminate with a water-permeable elastic layer such as a coated sponge, and the water-swellable water-stopping material composition contains a rubber mainly composed of recycled rubber and a silicic acid compound in a weight ratio of 10 to 10.
To provide a water-swellable water-stopping material containing 20% bentonite, 10-60% bentonite, and 10-40% plasticizer.

本発明の更に他の目的とする所は抗張力の大き
い紐状芯材と、これを囲繞する水膨潤性止水材組
成物層と、前記水膨潤性止水材組成物層の一部に
被着した粘着剤層との積層体より成り前記水膨潤
性止水材組成物は再生ゴムを主体としたゴムに重
量比でケイ酸類10〜20%、ベンナイト10〜60%、
可塑剤10〜40%を配合したものより成る水膨潤性
止水材を提供するにある。
Still another object of the present invention is to provide a string-like core material having a high tensile strength, a water-swellable water-stop material composition layer surrounding the core material, and a part of the water-swellable water-stop material composition layer covered with the string-like core material. The water-swellable water-stopping material composition is composed of a laminate with a pressure-sensitive adhesive layer, and the water-swellable water-stopping material composition is composed of a rubber mainly composed of recycled rubber, a weight ratio of 10 to 20% silicic acid, 10 to 60% bennite,
To provide a water-swellable waterproof material containing 10 to 40% of a plasticizer.

以下図面について、本発明の具体的実施例につ
いて詳細に説明する。
Hereinafter, specific embodiments of the present invention will be described in detail with reference to the drawings.

第1図ないし第6図は中実芯材に水膨潤性止水
材組成物の層を囲繞した止水材を示し、1は芯材
2は水膨潤性止水材組成物を示す。図示のように
止水材の形状は円形、矩形、方形、板状、梯形、
コの字状体の何れでもよい。
1 to 6 show a water-stopping material in which a solid core material surrounds a layer of a water-swellable waterstopping material composition, and 1 indicates a core material 2 representing a water-swellable waterstopping material composition. As shown in the diagram, the shapes of the waterproof materials are circular, rectangular, square, plate-like, trapezoidal,
Any U-shaped body may be used.

抗張力の大きい紐状芯材は硬質ゴム、硬質プラ
スチツク又は金属或はこれらの複合材より成るも
のであればよい。
The string-like core material having high tensile strength may be made of hard rubber, hard plastic, metal, or a composite material thereof.

第7図ないし第10図は中空芯材1の外部に水
膨張性止水材2を積層し、内部に中空部3を形成
したものである。形状は丸形、矩形、梯形、半円
形の何れでもよいことを示す。
7 to 10 show a structure in which a water-swellable water stop material 2 is laminated on the outside of a hollow core material 1, and a hollow portion 3 is formed inside. The shape may be round, rectangular, trapezoidal, or semicircular.

第11図ないし18図は多層構造の水膨潤性止
水材の具智的一例を示すもので、第11図は中実
芯材1の外周を囲繞して水膨潤性止水材2を設
け、その外側にスポンジゴム等の透水性弾性体層
5を被着したものである。最外層を性とするの
は、水が浸透して内部の水膨潤性止水材2を膨潤
させることが必要であるからである。
Figures 11 to 18 show specific examples of water-swellable water-stopping materials having a multilayer structure. In Figure 11, a water-swellable water-stopping material 2 is provided surrounding the outer periphery of a solid core material 1. , and a water-permeable elastic layer 5 made of sponge rubber or the like is adhered to the outside thereof. The reason why the outermost layer is made of polyester is that it is necessary for water to permeate therein and swell the water-swellable water stop material 2 inside.

第12図は円形中空芯材1の外層に水膨潤性止
水材2を設け、更にその外層として透水性弾性体
層5を設け、最内部に中空部3を形成したもので
ある。
In FIG. 12, a water-swellable water stop material 2 is provided on the outer layer of a circular hollow core material 1, a water-permeable elastic layer 5 is further provided as the outer layer, and a hollow portion 3 is formed in the innermost part.

第13図は円形断面の中実芯材1を囲繞して水
膨潤性止水材2を設け、その外周半円部分に粘着
剤層4を外被したもので、粘着剤層4は内層の止
水材2を全部被覆して封じ込めにより水膨潤性止
水材の機能をなくさせないようにするため、その
一部表面に粘着剤層4を形成するものである。
In Fig. 13, a water-swellable waterproof material 2 is provided surrounding a solid core material 1 with a circular cross section, and an adhesive layer 4 is coated on the outer semicircular portion of the solid core material 1, and the adhesive layer 4 is an inner layer. In order to prevent the water-swellable water-stopping material from losing its function due to complete coverage of the water-stopping material 2 and sealing, an adhesive layer 4 is formed on a portion of the surface.

第14図は半円形中空芯材1の外周を水膨潤性
止水材2で囲繞し、半円形部に粘着剤層4を外被
したものである。
In FIG. 14, the outer periphery of a semicircular hollow core material 1 is surrounded by a water-swellable water stop material 2, and the semicircular portion is covered with an adhesive layer 4.

第15図および第16図はそれぞれ矩形および
半円形断面の中実芯材の外周全部を水膨潤性止水
材2で囲繞し、その一側に粘着剤層4を被着した
もの、である。
15 and 16 show solid core materials having rectangular and semicircular cross sections, respectively, whose entire outer periphery is surrounded by a water-swellable waterproofing material 2, and an adhesive layer 4 is adhered to one side of the solid core material. .

第17図は中空矩形芯材1の外周に水膨潤性止
水材層2を囲繞し、その外側面の一部に粘着剤層
4を形成した場合を示す。
FIG. 17 shows a case in which a water-swellable waterproof material layer 2 is surrounded on the outer periphery of a hollow rectangular core material 1, and an adhesive layer 4 is formed on a part of the outer surface thereof.

第18図は半円形断面の中実芯材1の外周を水
膨潤性止水材層2により囲繞し、更にその外周を
スポンジ状の透水性弾性体層5により囲繞し、そ
の外周の一部に粘着剤層4を形成したものであ
る。
FIG. 18 shows that the outer periphery of a solid core material 1 with a semicircular cross section is surrounded by a water-swellable waterproof material layer 2, and the outer periphery is further surrounded by a sponge-like water-permeable elastic layer 5, and a part of the outer periphery is surrounded by a water-swellable water-stopping material layer 2. An adhesive layer 4 is formed on the surface.

第19図は硬質ゴムより成るコの字状芯材1の
外周に一側を開放して水膨潤性止水材層2を被着
し、止水材層2の更に外側の対向する間にそれぞ
れ粘着材層4,4を被着したものである。
FIG. 19 shows a U-shaped core material 1 made of hard rubber with one side open and a water-swellable water-stopping material layer 2 applied thereto, and a layer 2 of water-swelling water-stopping material 2 being applied on the outer periphery of the U-shaped core material 1 made of hard rubber. Adhesive material layers 4, 4 are respectively adhered thereto.

第20図はゴム状発泡体よりなる中空矩形状芯
材1の両側面に水膨潤性止水材層2,2を被着
し、その一側に粘着剤層4を被着し、剥離紙6を
被着したものである。
FIG. 20 shows a hollow rectangular core material 1 made of rubber-like foam, with water-swellable waterproof material layers 2, 2 applied to both sides, an adhesive layer 4 applied to one side, and a release paper 6 is coated.

第21図ないし第30図は本発明の水膨潤性止
水材を使用して、各種建築土木構造体の接合部の
止水工法の施工例を示すものである。
FIGS. 21 to 30 show examples of water-stopping methods for joints of various architectural and civil engineering structures using the water-swellable water-stopping material of the present invention.

第21図においてはコンクリート板の平ジヨイ
ントであり、一方のコンクリート板の面を他方の
コンクリート板の面に押しつけた状態でジヨイン
トするもので、このような場合は第17図に示し
たように、一側に粘着剤層4を被着してあると、
施工上極めて便利であり、施工に当り剥離紙6を
剥離して粘着剤層4を一方のコンクリートの面に
押しつけると止水材は一方のコンクリート面に固
定保持せられるので他方のコンクリート板を押し
つける作業をすることが安全にできる。
Figure 21 shows a flat joint of a concrete plate, which is joined with the surface of one concrete plate pressed against the surface of the other concrete plate. In such a case, as shown in Figure 17, If the adhesive layer 4 is applied to one side,
It is extremely convenient for construction, and when the release paper 6 is peeled off and the adhesive layer 4 is pressed against one concrete surface during construction, the water stop material is fixed and held on one concrete surface, so that the other concrete plate can be pressed. Work can be done safely.

この場合は芯材を囲繞する水膨潤性止水材2の
両側に粘着剤層4を形成しても更に作業性が向上
することは勿論である。
In this case, it goes without saying that the workability can be further improved by forming the adhesive layer 4 on both sides of the water-swellable waterproof material 2 surrounding the core material.

この場合のジヨイントには第2図、第8図、第
15図に示すような止水材をコンクリート板の平
ジヨイント部に介挿することにより止水材の水膨
潤性止水材組成物の作用だけで、止水効果は充分
に行われるので、粘着剤層が一側又は両側にある
ことは作業性の向上にはなるが止水効果としては
原則的にはなくても間に合うものである。また粘
着剤層があればあるでよい効果があるのは勿論で
ある。
In this case, a water-swellable water-stopping material composition of the water-stopping material can be added to the joint by inserting a water-stopping material as shown in Fig. 2, Fig. 8, and Fig. 15 into the flat joint part of the concrete plate. The water-stopping effect is sufficient just by this action, so having an adhesive layer on one or both sides improves workability, but in principle, the water-stopping effect can be achieved even without it. . Moreover, it goes without saying that the presence of an adhesive layer is beneficial.

第22図はヒユーズ管き継手部の止水工法を示
すもので、ヒユーム管8,8の内側突縁部9と外
側突縁部10との間にできる空間11の部分に本
発明の水膨潤性止水剤を介挿するものである。こ
の場合は上述の第1ないし第6図に示す中実芯材
1の外周を水膨潤性止水材2で囲繞したもの又は
は第7図ないし第10図に示す中空芯材1の外周
に水膨潤性止水材層2を囲繞したものの何れでも
使用できる。
FIG. 22 shows a water-stopping construction method for a fuse pipe joint. A waterproofing agent is inserted. In this case, the outer periphery of the solid core material 1 shown in FIGS. 1 to 6 above is surrounded by water-swellable waterproof material 2, or the outer periphery of the hollow core material 1 shown in FIGS. 7 to 10. Any material surrounding the water-swellable waterproof material layer 2 can be used.

然し、一方のヒユーム管8の内側突縁部9の外
側に第15図、第16図、第17図、第18図に
示すような水膨潤性止水材層2の一側に粘着剤層
4を形成したものを使用して、予め粘着剤層4と
ヒユーム管8の内側突縁部9の外表面を囲繞して
粘着しておき、他方のヒユーム管8の外側突縁部
10の内側面と接する止水材の表面には粘着剤層
を設けないでおくと、粘着剤層がない止水材層が
他方のヒユーム管の外側突縁部に接触し、粘着し
ないのでヒユーム管のジヨイント作業が円滑にゆ
く利点がある。このような例では粘着剤層は片面
にのみあつた方がよいのである。
However, an adhesive layer is provided on one side of the water-swellable waterproof material layer 2 as shown in FIGS. 4 is used to surround and adhere the adhesive layer 4 and the outer surface of the inner flange 9 of the other hume pipe 8, and then apply the adhesive layer 4 to the inner surface of the outer flange 10 of the other hume pipe 8. If no adhesive layer is provided on the surface of the water stop material that contacts the side surface, the water stop material layer without the adhesive layer will come into contact with the outer flange of the other hume pipe and will not stick, causing the joint of the water stop material to This has the advantage of making the work run more smoothly. In such cases, it is better to have the adhesive layer on only one side.

第23図はボツクスカルバード構造体11,1
1の端面12,12の接合の場合を示し、この場
合は第22図の場合のように止水材がねじれる方
向に嵌め込まれる場合と異なり、止水材が接合端
面で平担に圧追される場合であるので、止水材の
対向する両面に粘着剤層4を形成した方がよい場
合を示す。この場合は第1図ないし第20図に示
す何れの止水材も使用できるが、第19図に示す
ような対向する両側面に粘着剤層4を成したもの
が作業性がよく好ましい。
Figure 23 shows the box scullbird structure 11,1.
This shows the case of joining the end surfaces 12, 12 of No. 1, and in this case, unlike the case where the water stop material is fitted in a twisted direction as in the case of FIG. 22, the water stop material is pressed flat on the joint end surfaces. This is a case in which it is better to form the adhesive layer 4 on both opposing surfaces of the waterproof material. In this case, any of the waterproofing materials shown in FIGS. 1 to 20 can be used, but one having adhesive layers 4 on both opposing sides as shown in FIG. 19 is preferred because of its good workability.

第24図は発泡コンクリート(ALC)版12
の衝合せ端面13に形成した溝部14に介挿する
止水材も第1図ないし第20図に示す何れの止水
材も使用できるが、特に圧力の吸収を考慮して中
空芯材を利用したもので、一側又は両側に粘着剤
層4を被着したものを利用するのがよい。
Figure 24 shows foamed concrete (ALC) version 12
Any of the water-stopping materials shown in Figures 1 to 20 can be used as the water-stopping material to be inserted into the groove 14 formed on the abutting end surface 13 of It is preferable to use one with an adhesive layer 4 applied on one or both sides.

第25図は水槽等の金属製容器15のフランジ
16間に止水材を介挿し、これをボルト17、ナ
ツト18により締めつけて止水するのである。こ
の場合は第2図、第3図、第4図、第8図、第1
5図、第17図、第20図に示す止水材が使用で
きる。粘着剤層4は止水材の一側又は両側にある
ものを使用できる。
In FIG. 25, a water stop material is inserted between flanges 16 of a metal container 15 such as an aquarium, and this is tightened with bolts 17 and nuts 18 to stop water. In this case, Figure 2, Figure 3, Figure 4, Figure 8, Figure 1
The waterproof materials shown in FIGS. 5, 17, and 20 can be used. The adhesive layer 4 can be placed on one side or both sides of the waterproof material.

第26図は折版屋根19,19のフランジ部2
0,20間に本発明の止水材を介挿し、リベツト
21によりかしめつけて固定する場合を示し、こ
れを使用する止水材は第25図と同様のものが使
用できる。
Fig. 26 shows the flange portion 2 of the folded roof 19, 19.
A case is shown in which the water stop material of the present invention is inserted between 0 and 20 and fixed by caulking with rivets 21, and the same water stop material as shown in FIG. 25 can be used.

第27図はサツシユ溝の板24と溝枠25との
間に本発明の止水材を介挿する場合を示し、この
場合は第6図、第19図に示すようなコの字断面
をもつた止水材を使用するのが好適である。
FIG. 27 shows a case where the water stop material of the present invention is inserted between the plate 24 of the sash groove and the groove frame 25. In this case, a U-shaped cross section as shown in FIGS. 6 and 19 is used. It is preferable to use a waterproof material.

第28図は矢板22,22とその間を連結する
継目板23との間に止水材28を介挿する場合を
示し、この場合は半円形断面である第10図、第
13図、第14図、第16図に示す形状の止水材
を使用することが好ましいが、円形断面の止水材
も使用できる。
Fig. 28 shows a case where a water stop material 28 is inserted between the sheet piles 22, 22 and a joint plate 23 connecting them. Although it is preferable to use a water stop material having the shape shown in FIG. 16, a water stop material having a circular cross section can also be used.

29図および第30図は第20図に示す積層構
造の止水材を使用してヒユーム管の継手部の接合
およびボツクスカルバードの接合部の接合をそれ
ぞれ実施する態様を示すものである。
FIGS. 29 and 30 show an embodiment in which the water stop material having the laminated structure shown in FIG. 20 is used to join the joints of hume pipes and the joints of box sculverts, respectively.

第30図に示す場合は止水材の芯材1は中空状
のゴム状発泡体を有するので連結部分の寸法差の
大部分とコンクリート面の凹凸の誤差の大部分を
発泡体の圧縮度合で埋めることができ、細部の充
填不完全な間隙については外部に併存する水によ
り膨潤する性質を有する水膨潤性止水材組成物2
にて充填すると云う二重の防水機能で漏水を防ぐ
ことができる。更にその外側に粘着剤層6を設け
てあるので、この場合は連結部分に止水材料をプ
ライマーとして塗布したり接着剤を使用すること
なく連結部に密着することができるので作業時間
も著るしく短縮される利点がある。
In the case shown in Figure 30, the core material 1 of the waterproof material has a hollow rubber-like foam, so most of the dimensional differences in the connecting parts and most of the errors in the unevenness of the concrete surface can be accounted for by the degree of compression of the foam. Water-swellable water-stopping material composition 2 that can fill gaps that are incompletely filled and has the property of swelling with external water
Water leakage can be prevented with the dual waterproof function of filling the tank with water. Furthermore, since the adhesive layer 6 is provided on the outside of the adhesive layer 6, in this case, it is possible to adhere to the connecting part without applying a waterproof material as a primer to the connecting part or using adhesive, which reduces the work time. It has the advantage of being shortened.

中央部の連続した中空状のゴム状発泡体は通常
のゴム組成物に発泡剤と加硫剤を混和したものを
押出機を用いて押出しを行い、これを連続した熱
加熱槽内を通過させることによつて得られる。又
この芯材1を構成する発泡体はポリエチレン等の
合成樹脂製のものも使用できる。
The continuous hollow rubber foam in the center is made by extruding a mixture of a normal rubber composition with a blowing agent and a vulcanizing agent using an extruder, and passing it through a continuous heating tank. obtained by Further, the foam constituting the core material 1 may be made of synthetic resin such as polyethylene.

水膨潤性止水材組成物としては、 (A) 再生ゴムを主体としたゴム(100重量部)に、
重量比で、 (B) ケイ酸類 10〜20% (C) ベントナイト 10〜60% (D) 可塑性 10〜40% を配合したものよりなるものが使用できる。
The water-swellable water stop material composition includes (A) rubber mainly made of recycled rubber (100 parts by weight),
A material containing (B) 10-20% silicic acid, (C) 10-60% bentonite, and (D) 10-40% plasticity can be used in terms of weight ratio.

これ等の水膨潤性止水材組成物はその配合割合
により膨潤率として50%から10%(好ましくは25
%以上)の範囲に選ぶことができる。
These water-swellable waterproof material compositions have a swelling rate of 50% to 10% (preferably 25%) depending on the blending ratio.
% or more).

本発明の水膨潤性止水材組成物は膨潤度は次式
により計算する。
The swelling degree of the water-swellable waterproof material composition of the present invention is calculated by the following formula.

膨潤度(%)=W24−W0/W0×100 ここでW0:乾燥状態の重量 W24:水道水中に24時間浸漬した後の重量 上述の如く、本発明の組成物は再生ゴムを主体
とする(A)成分と、水膨潤剤としてのケイ酸類(B)成
分と、充填剤として多量に配合したベントナイト
を配合した(C)成分と、可塑剤としての(D)成分とを
必須成分として配合するものでゴムマトリツク中
での吸水性物質の分散性がよく、使用中の組成物
の強度低下が起らないよう適宜配合を選択したも
のでなければならない。また本発明の水膨潤性止
水材組成物は膨潤乾燥のくり返しによつても膨潤
度が低下せず、硬水による膨潤度の低下も起らな
い。更に本発明の水膨潤性止水材組成物は劣化や
腐敗が起らないので長期間耐久性が優れ、水に可
溶性の成分も含まれないので毒性がないなどの利
点を有している。
Swelling degree (%) = W 24 −W 0 /W 0 ×100 where W 0 : Weight in dry state W 24 : Weight after 24 hours immersion in tap water As described above, the composition of the present invention is a recycled rubber. Component (A) mainly composed of silicic acid (B) as a water swelling agent, component (C) containing a large amount of bentonite as a filler, and component (D) as a plasticizer. The water-absorbing substance is blended as an essential component, and the blend must be selected appropriately so that the water-absorbing substance has good dispersibility in the rubber matrix and does not cause a decrease in the strength of the composition during use. Furthermore, the water-swellable water-stopping material composition of the present invention does not have a lower degree of swelling even after repeated swelling and drying, and does not have a lower degree of swelling due to hard water. Furthermore, the water-swellable water-stop material composition of the present invention has advantages such as excellent long-term durability because it does not deteriorate or rot, and is non-toxic because it does not contain any water-soluble components.

配合した止水材組成物の配合理由は次の通りで
ある。
The reason for blending the water stop material composition is as follows.

ケイ酸類は、吸油量の多い充填剤で水を包含し
て止水材を膨潤させる効果が大きい。これが10%
以下では、水膨潤率が小さく希望する水膨潤率が
得られないし、又ケイ酸類が20%以上では、止水
材が硬くなり、成形が困難となり所定の形状が得
られないので、シール効果が悪くなると共に得ら
れた組成分はもろいものになり好ましくない。
Silicic acids are fillers with high oil absorption and have a great effect of entrapping water and swelling the water-stopping material. This is 10%
If the water-swelling rate is too low, the desired water-swelling rate cannot be obtained; if the silicic acid content exceeds 20%, the water-stopping material becomes hard and difficult to mold, making it impossible to obtain the desired shape, resulting in poor sealing effect. As it deteriorates, the resulting composition becomes brittle, which is not preferable.

次にベントナイトは、カオリンクレーと同様に
水膨潤する量は少ないが、形状保持性と膨潤速度
が適当である特長を有している。従つて配合量が
下限の10%以下では水膨潤率が小さく所定の膨潤
率が得られないし、又上限の60%以上では、膨潤
の均一性に問題がある、そして膨潤の不均一性に
よる止水効果が損なわれて不具合が発生する、又
当初の形状保持性、表面肌の円滑性、シール紐状
に加工する作業性が著しく悪く、止水材の機能性
に支障がある。
Next, like kaolin clay, bentonite does not swell in water in a small amount, but it has the characteristics of shape retention and suitable swelling speed. Therefore, if the amount is less than the lower limit of 10%, the water swelling rate will be too small and the desired swelling rate cannot be obtained, and if it is more than the upper limit of 60%, there will be problems with the uniformity of swelling, and problems will arise due to non-uniformity of swelling. The water effect is impaired and problems occur, and the initial shape retention, surface smoothness, and workability of forming seal strings are extremely poor, which impairs the functionality of the water-stopping material.

可塑剤類は使用目的により硬さをを適度にする
めに種類と量を調節するためのものであり、ゴム
配合物の硬さをあまり硬くした場合は水膨潤度が
小なく、又結合部の重ね合せ部分が平滑になりに
くく、又締結に大きな力を要するので好ましくな
い。逆に可塑剤があまり多過ぎる場合は成型作業
も悪く、変形し易いので施工作業も悪く、耐水圧
性も悪くなるので好ましくない。
Plasticizers are used to adjust the type and amount to make the hardness appropriate depending on the purpose of use. This is undesirable because the overlapping portions are difficult to become smooth and require a large amount of force to fasten. On the other hand, if the amount of plasticizer is too large, the molding work will be poor, the construction work will be poor since the product will be easily deformed, and the water pressure resistance will be poor, which is not preferable.

上述の可塑剤は使用するゴム類により使い分け
る必要があるが一般的に鉱物油系軟化剤、植物油
系軟化剤、脂肪酸、油脂、エステル類、ホスフエ
ート類、パラフイン誘導体等が使用できる。
The above-mentioned plasticizers need to be used depending on the rubber used, but generally mineral oil-based softeners, vegetable oil-based softeners, fatty acids, fats and oils, esters, phosphates, paraffin derivatives, etc. can be used.

可塑剤の一例を挙げればパラフイン系鉱物油、
ナフテン系鉱物油、芳香族系鉱物油、ステアリン
酸、パルミチン酸、ひまし油、綿実油、菜種油、
パラフイン、塩化パラフイン、ジオクチルフタレ
ート、ジオクチルアジペート、ジブチルセバケー
ト、トリクレジルフオスフエート、液状クロロプ
レン、液状ポリインブチレン、液状ポリブタジエ
ン、液状ポリブテン等がある。
Examples of plasticizers include paraffinic mineral oil,
naphthenic mineral oil, aromatic mineral oil, stearic acid, palmitic acid, castor oil, cottonseed oil, rapeseed oil,
Examples include paraffin, chlorinated paraffin, dioctyl phthalate, dioctyl adipate, dibutyl sebacate, tricresyl phosphate, liquid chloroprene, liquid polyimbutylene, liquid polybutadiene, and liquid polybutene.

以上の理由で、可塑剤が10%以下では、紐状止
水材に加効工するときの柔軟性が不足して、止水
材の厚みにバラツキが発生して、表面肌がザラザ
ラになつたりして、シール材として不適当であ
る。
For the above reasons, if the plasticizer content is less than 10%, the flexibility when processing the string-like waterproof material will be insufficient, resulting in variations in the thickness of the waterproof material and the surface texture will become rough. Therefore, it is unsuitable as a sealing material.

又可塑剤が40%以上を配合すれば、コンパウン
ドは柔軟でしなやかさ増加して、表面肌のきれい
な紐状シール材が得られるが、一方では可塑剤が
水膨潤する効果を阻害して、更に遊離の可塑剤が
水中に溶出して、止水材が変質すると同時に、水
質を汚染する恐れがある。
If the plasticizer content is 40% or more, the compound becomes soft and pliable, and a string-like sealant with a clean surface texture can be obtained, but on the other hand, the plasticizer inhibits the water swelling effect, and There is a risk that the free plasticizer will be eluted into the water, deteriorating the quality of the water stop material and contaminating the water quality.

本発明の効果は次の通りである。 The effects of the present invention are as follows.

(イ) 高価なポリイソブチレンなどのバーヂンゴム
を主体とする代りに、安価な再生ゴムを主体と
して使用することにより、安価な止水材組成物
が提供できる。
(a) Instead of using expensive virgin rubber such as polyisobutylene as the main ingredient, an inexpensive recycled rubber can be used as the main ingredient, thereby making it possible to provide an inexpensive water stop material composition.

(ロ) 未架橋のポリブチレンのみを用いると、分子
量が大きい為、押出加工やカレンダー加工が非
常に困難であり、混練性、混和性が悪いが、再
生ゴムを主体としたゴム配合物は、再生ゴムが
有する加工性の良さにより押出加工、カレンダ
ー加工が容易である。
(b) If only uncrosslinked polybutylene is used, extrusion processing and calendering are extremely difficult due to its large molecular weight, resulting in poor kneading and miscibility. Due to the good processability of rubber, extrusion processing and calender processing are easy.

(ハ) 再生ゴムを主体とすることにより、生コンク
リート打設後の硬化時に再生ゴム中のカルボン
基と水和状態の生コンクリートのCaイオンと
の化学反応により接着を強固することができ
る。
(c) By using recycled rubber as the main ingredient, the adhesion can be strengthened through a chemical reaction between the carboxyl groups in the recycled rubber and the Ca ions in the hydrated fresh concrete during hardening after pouring the fresh concrete.

本発明に使用した再生ゴムとして、タイヤ再
生ゴムは一般市販品を用いたが、ブチル再生ゴ
ムは次の如き方法により処理、作成した。使用
済のブチルゴムチユーブを粉砕して小片とし石
油系鉱物油(再生剤)と共に撹拌混合し、オー
トクレーブ中に入れ直接蒸気を吸いこんで加熱
し、脱離処理し、このものをロール上で数回精
錬し、再可塑化してブチル再生ゴムとした。
As the recycled rubber used in the present invention, tire recycled rubber was a commercially available product, but butyl recycled rubber was processed and produced by the following method. Used butyl rubber tubes are crushed into small pieces, stirred and mixed with petroleum-based mineral oil (regenerating agent), placed in an autoclave, heated by directly inhaling steam, and subjected to desorption treatment, and then passed on a roll several times. It was refined and replasticized to produce butyl recycled rubber.

実施例 1 ブチル再生ゴム 30部 含水ケイ酸(ニツプシールVN3日本シリカ(株)製)
18部 ベントナイト(クニゲル クニミネ工業(株)製)
30部 ポリブテン(HV−300日石樹脂化学(株)製) 5部 ナフテン系鉱物油(ダイアナプロセスオイルKL
−1出光興産(株)製) 17部 これらをロールで混練した。この混合物の押出
成型機で4mm×20mmの端面をもつ紐状物に押出成
形した。この押出成型止水材組成物の水膨潤率は
80.6%であつた。この止水材組成物をフランジ間
隙5mmに調整した試験用容器にセツトして水を張
つたところ、止水材の厚みは4mmであるので当然
のことながら水が溢出するが、引続き水を張つて
やると2時間後には溢出量は減少し3時間後には
漏水がなくなり、水圧3Kg/cm2に堪え得られるよ
うになつた。
Example 1 Butyl recycled rubber 30 parts hydrated silicic acid (Nipseal VN 3 manufactured by Nippon Silica Co., Ltd.)
18 parts bentonite (manufactured by Kunigel Kunimine Kogyo Co., Ltd.)
30 parts polybutene (HV-300 manufactured by Nisseki Jushi Kagaku Co., Ltd.) 5 parts naphthenic mineral oil (Diana Process Oil KL)
-1 manufactured by Idemitsu Kosan Co., Ltd.) 17 parts These were kneaded with a roll. This mixture was extruded using an extrusion molding machine into a string-like product having end faces of 4 mm x 20 mm. The water swelling rate of this extrusion molded water stop material composition is
It was 80.6%. When this water stop material composition was set in a test container with a flange gap adjusted to 5 mm and water was filled, water naturally overflowed as the water stop material was 4 mm thick, but water was continued to be filled. After 2 hours, the amount of overflow decreased, and after 3 hours, there was no leakage, and it became possible to withstand water pressure of 3 kg/cm 2 .

実施例 2 ブチル再生ゴム 30部 含水ケイ酸 15部 ベントナイト 35部 ポリブデン 5部 ナフテン系鉱物油 15部 をロールで混錬した。この混錬物を押出成型機を
用い4mm×20mm断面をもつ紐状物に押出成型し
た。この止水材組成物の膨潤度は114.5%であつ
た。
Example 2 Butyl recycled rubber 30 parts Hydrous silicic acid 15 parts Bentonite 35 parts Polybutene 5 parts Naphthenic mineral oil 15 parts were kneaded with a roll. This kneaded product was extruded into a string-like product with a cross section of 4 mm x 20 mm using an extrusion molding machine. The degree of swelling of this water stop material composition was 114.5%.

実施例 3 タイヤ再生ゴム 35部 含水ケイ酸 15部 ベントナイト 40部 ポリブテン 10部 これらをロールでで混錬した。この混錬物を押出
成型機にかけ紐状の止状材を得た。このものの膨
潤度は85.7%であつた。
Example 3 Tire recycled rubber 35 parts Hydrous silicic acid 15 parts Bentonite 40 parts Polybutene 10 parts These were kneaded using a roll. This kneaded material was put into an extrusion molding machine to obtain a string-like stopper material. The degree of swelling of this product was 85.7%.

比較例 1 ブチル再生ゴム 15部 ポリイソブチレン 15部 含水ケイ酸 22部 ベントナイト 18部 ポリブテン 30部 これらをロールで混練した。この混錬物を押出成
型機により4mm×20mmの大きさに押出成型した。
この止水材組成物の膨潤度は40%であつた。この
止水材をフランジ間隙5mmに調整した試験容器に
セツトして水を張つたところ、止水材の間隙の方
が厚いので水は溢水するが、更に水張りを続けた
が20時間後において漏水は止まらなかつた。
Comparative Example 1 Butyl recycled rubber 15 parts Polyisobutylene 15 parts Hydrous silicic acid 22 parts Bentonite 18 parts Polybutene 30 parts These were kneaded with a roll. This kneaded product was extruded into a size of 4 mm x 20 mm using an extrusion molding machine.
The degree of swelling of this water stop material composition was 40%. When this water stop material was set in a test container with a flange gap adjusted to 5 mm and filled with water, water overflowed because the gap in the water stop material was thicker, but water leaked after 20 hours even though the water stop material was continued to be filled with water. It didn't stop.

本発明の止水工法に使用する水膨潤性止水材組
成物はその成分組成範囲外のものは止水効果が認
められなかつた。
The water-swellable water-stopping material composition used in the water-stopping method of the present invention had no water-stopping effect when the component composition was outside the range.

これ等の水膨潤性止水材組成物はその配合割合
により膨潤率として50%から10%の範囲に選ぶこ
とができる。
The swelling ratio of these water-swellable waterproof material compositions can be selected from 50% to 10% depending on the blending ratio.

この組成物を押出機によりT型のヘツドを通し
乍ら前記のゴム状発泡体を一方から通すことによ
り積層し一体化することができる。粘着剤層とし
ては天然ゴム系粘着剤、合成ゴム系粘着剤、アク
リル樹脂系の粘着剤の何れも使用することができ
る。
This composition can be laminated and integrated by passing the composition through a T-shaped head using an extruder and passing the rubbery foam from one side. As the adhesive layer, any of natural rubber adhesives, synthetic rubber adhesives, and acrylic resin adhesives can be used.

次に本止水材料の使用方法に説明すると止水材
料の剥離紙をはずして接合部の一端に圧着させ、
雌部に嵌合することによつて簡単に接続すること
ができる。中央部の中空状のゴム状発泡体1の水
膨潤性止水材組成物2は連続部分の大部分を埋め
ることにより、これだけでも止水ができる。
Next, to explain how to use this waterproof material, remove the release paper from the waterproof material and press it onto one end of the joint.
Connection can be easily made by fitting into the female part. The water-swellable water-stopping material composition 2 of the hollow rubber-like foam 1 in the central portion fills most of the continuous portion, thereby making it possible to stop water by itself.

更に通水が始ると一部分に不具合が発生して水
が漏れたりする場合は、水膨潤止水材組成物が時
間の経過と共に膨張を始め数時間後には漏水は完
全に制止することができる。
Furthermore, if water leaks due to a malfunction in one part when water starts flowing, the water-swellable water-stopping material composition will begin to expand over time and can completely stop the leakage within a few hours. .

以上説明したように第20図示の止水材は中空
状のゴム状発泡体1の上下面に水膨潤性止水材組
成物2を積層しその片面に粘着剤層4を設けたの
でコンクリート製品その他の連結部分の止水材料
として好適であり簡単に施工することが可能で大
部分の間隙をゴム状発泡体1の圧縮により充填
し、更に通水時に水膨潤性止水材組成物2の膨潤
により漏水を防止するのでその止水効果は特に顕
著であり、この種止水工法上極めて有用である。
As explained above, the water stop material shown in FIG. 20 is a concrete product because the water swellable water stop material composition 2 is laminated on the upper and lower surfaces of the hollow rubber-like foam 1 and the adhesive layer 4 is provided on one side. It is suitable as a water stop material for other connecting parts and can be easily applied, filling most of the gaps by compressing the rubber foam 1, and furthermore, when water is passed through, the water swellable water stop material composition 2 is applied. Since water leakage is prevented by swelling, its water-stopping effect is particularly remarkable, and it is extremely useful in this type of water-stopping construction method.

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

第1図ないし第6図は本発明の中実芯材に水膨
潤性止水材組成物を囲繞した止水材の断面を示す
斜視図、第7図ないし第10図は本発明の中空芯
材に水膨潤性止水材組成物を囲縺した止水材の断
面を示す斜視図、第11図ないし第19図は一部
に粘着剤層又は透水性弾性体層を設けた場合の本
発明の中実又は中空の多重構造の止水材の断面
図、第20図は中空芯材の両側に水膨潤性止水材
組成物を被着し、更にその外側の一側に粘着剤層
を積層して被着した止水材の断面を示す斜視図、
第21図ないし第30図は本発明の止水工法の具
体的施工例の説明用図である。 1……抗張力の大きい紐状芯状、2……水膨潤
性止水材組成物、3……中空部、4……粘着剤
層、5……透水性弾性体層、6……剥離紙、7…
…コンクリート板、8……ヒユーム管、9……内
側突縁部、10……外側突縁部、11……空間、
12……発泡コンクリート板、13……衝き合せ
面、14……溝部、15……容器、16……フラ
ンジ、17……ボルト、18……ナツト、19…
…折版屋根、20……フランジ、21……リベツ
ト、22……矢板、23……継目板、24……サ
ツシ溝板、25……サツシ溝枠。
Figures 1 to 6 are perspective views showing the cross section of a water-stopping material in which a solid core material of the present invention surrounds a water-swellable waterstop material composition, and Figures 7 to 10 show a hollow core of the present invention. A perspective view showing a cross section of a water-stop material in which a water-swellable water-stop material composition is surrounded, and FIGS. 11 to 19 show the case where an adhesive layer or a water-permeable elastic layer is partially provided. FIG. 20 is a cross-sectional view of the solid or hollow multi-layer waterproof material according to the invention, in which a water-swellable water stop material composition is applied to both sides of a hollow core material, and an adhesive layer is further applied to one side of the outside thereof. A perspective view showing a cross section of a waterproof material laminated with
FIGS. 21 to 30 are diagrams for explaining specific construction examples of the water stop method of the present invention. DESCRIPTION OF SYMBOLS 1...String-like core shape with high tensile strength, 2...Water-swellable water stop material composition, 3...Hollow part, 4...Adhesive layer, 5...Water permeable elastic layer, 6...Release paper ,7...
...Concrete plate, 8...Hyum tube, 9...Inner flange, 10...Outer ridge, 11...Space,
12...Foamed concrete plate, 13...Abutment surface, 14...Groove, 15...Container, 16...Flange, 17...Bolt, 18...Nut, 19...
...Folded roof, 20...Flange, 21...Rivet, 22...Sheet pile, 23...Joint board, 24...Sash groove plate, 25...Sash groove frame.

Claims (1)

【特許請求の範囲】 1 抗張力の大きい紐状芯材1と、これを囲繞す
る水膨潤性止水材組成物層2との積層体より成
り、前記水膨潤性止水材組成物は再生ゴムを主体
としたゴムに重量比でケイ酸類10〜20%、ベント
ナイト10〜60%、可塑剤10〜40%を配合したもの
より成ることを特徴とする水膨潤性止水材。 2 抗張力の大きい紐状芯材1と、これを囲繞す
る水膨潤性止水材組成物層2と、前記水膨潤性止
水材組成物層2の一部又は全部を被覆したスポン
ジ等の水透過性弾性体層5とより成る積層体であ
つて、前記水膨潤性止水材組成物は再生ゴムを主
体としたゴムに重量比でケイ酸類10〜20%、ベン
トナイト10〜60%、可塑剤10〜40%を配合したも
のより成ることを特徴とする水膨潤性止水材。 3 抗張力の大きい紐状芯材1と、これを囲繞す
る水膨潤性止水材組成物層2と、前記水膨潤性止
水材組成物層2の一部に被着した粘着剤層4とよ
り成る積層体であつて、前記水膨潤性止水材組成
物は再生ゴムを主体としたゴムに重量比でケイ酸
類10〜20%、ベントナイト10〜60%、可塑剤10〜
40%を配合したものより成ることを特徴とする水
膨潤性止水材。
[Scope of Claims] 1 Consists of a laminate of a string-like core material 1 with high tensile strength and a water-swellable water-stop material composition layer 2 surrounding it, the water-swellable water-stop material composition being made of recycled rubber. 1. A water-swellable water-stopping material comprising a rubber mainly composed of 10-20% silicic acid, 10-60% bentonite, and 10-40% plasticizer by weight. 2. A string-like core material 1 with high tensile strength, a water-swellable water-stopping material composition layer 2 surrounding it, and a sponge or the like that covers part or all of the water-swellable water-stopping material composition layer 2. It is a laminate consisting of a permeable elastic layer 5, and the water-swellable water stop material composition is composed of a rubber mainly composed of recycled rubber, a weight ratio of 10 to 20% silicic acid, 10 to 60% bentonite, and a plasticizer. 1. A water-swellable water-stopping material comprising 10 to 40% of a water-swelling agent. 3. A string-like core material 1 having a large tensile strength, a water-swellable water-stop material composition layer 2 surrounding the string-like core material 1, and an adhesive layer 4 attached to a part of the water-swellable water-stop material composition layer 2. The water-swellable water stop material composition is a laminate consisting of a rubber mainly composed of recycled rubber, a silicic acid of 10 to 20%, a bentonite of 10 to 60%, and a plasticizer of 10 to 10% by weight.
A water-swellable water-stopping material characterized by being made of a water-swelling material containing 40% of the water content.
JP2400688A 1988-02-05 1988-02-05 Water-stopping material swelling with water Granted JPS63308081A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2400688A JPS63308081A (en) 1988-02-05 1988-02-05 Water-stopping material swelling with water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2400688A JPS63308081A (en) 1988-02-05 1988-02-05 Water-stopping material swelling with water

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP14535980A Division JPS5768437A (en) 1980-10-17 1980-10-17 Water swellable water stopping material and method

Publications (2)

Publication Number Publication Date
JPS63308081A JPS63308081A (en) 1988-12-15
JPH0149756B2 true JPH0149756B2 (en) 1989-10-25

Family

ID=12126473

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2400688A Granted JPS63308081A (en) 1988-02-05 1988-02-05 Water-stopping material swelling with water

Country Status (1)

Country Link
JP (1) JPS63308081A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037642A (en) * 2004-07-29 2006-02-09 Kunimine Industries Co Ltd Cut off material for sealing circumference of pipe

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0351465A (en) * 1989-07-19 1991-03-05 Yamakiyo Sandai Sangyo:Kk Roof structure and construction method for roof
JPH07110934B2 (en) * 1991-06-26 1995-11-29 株式会社日本シールパック Composite sealing material
JPH10115018A (en) * 1996-10-15 1998-05-06 Hayakawa Rubber Co Ltd Precast made box body structure
DE19900520A1 (en) * 1999-01-08 2000-07-27 Sika Ag, Vormals Kaspar Winkler & Co Sealing tape for sealing joints in concrete structures
KR20010096878A (en) * 2000-04-15 2001-11-08 변무원 A Sealing Gasket with Tube Shape
JP4680514B2 (en) * 2004-02-09 2011-05-11 株式会社スリーボンド Water-expandable sealing material, precast concrete integrated with sealing material, and method for producing the same
JP2008069596A (en) * 2006-09-15 2008-03-27 Kyoryo Maintenance:Kk Method of repairing leakage at expansion device of bridge
JP5077083B2 (en) * 2008-06-06 2012-11-21 積水ハウス株式会社 Joint structure of exterior wall for building
JP5791913B2 (en) * 2011-02-09 2015-10-07 ダイチ工営株式会社 Longitudinal joint structure for bridge
JP6815108B2 (en) * 2016-07-06 2021-01-20 株式会社Lixil Joinery

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4825741A (en) * 1971-08-03 1973-04-04
JPS4827740A (en) * 1971-08-10 1973-04-12
JPS512490A (en) * 1974-06-25 1976-01-10 Japan Gasoline
JPS547463A (en) * 1977-06-17 1979-01-20 Asahi Denka Kogyo Kk Caulking composition

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4825741A (en) * 1971-08-03 1973-04-04
JPS4827740A (en) * 1971-08-10 1973-04-12
JPS512490A (en) * 1974-06-25 1976-01-10 Japan Gasoline
JPS547463A (en) * 1977-06-17 1979-01-20 Asahi Denka Kogyo Kk Caulking composition

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037642A (en) * 2004-07-29 2006-02-09 Kunimine Industries Co Ltd Cut off material for sealing circumference of pipe
JP4565920B2 (en) * 2004-07-29 2010-10-20 クニミネ工業株式会社 Pipe stop water sealant

Also Published As

Publication number Publication date
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