JPS6290455A - Water stop panel - Google Patents

Water stop panel

Info

Publication number
JPS6290455A
JPS6290455A JP22187785A JP22187785A JPS6290455A JP S6290455 A JPS6290455 A JP S6290455A JP 22187785 A JP22187785 A JP 22187785A JP 22187785 A JP22187785 A JP 22187785A JP S6290455 A JPS6290455 A JP S6290455A
Authority
JP
Japan
Prior art keywords
water
stop plate
water stop
expansion layer
expansion
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.)
Granted
Application number
JP22187785A
Other languages
Japanese (ja)
Other versions
JPH0374298B2 (en
Inventor
大継 昭三
寺内 道義
広治 笹山
雄二 石原
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.)
CI Kasei Co Ltd
Original Assignee
CI Kasei 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 CI Kasei Co Ltd filed Critical CI Kasei Co Ltd
Priority to JP22187785A priority Critical patent/JPS6290455A/en
Priority to AU63065/86A priority patent/AU582901B2/en
Priority to CA 518999 priority patent/CA1278436C/en
Priority to US06/915,738 priority patent/US4740404A/en
Priority to EP19860307709 priority patent/EP0219296B1/en
Priority to DE8686307709T priority patent/DE3667188D1/en
Publication of JPS6290455A publication Critical patent/JPS6290455A/en
Publication of JPH0374298B2 publication Critical patent/JPH0374298B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、コンクリート建造物の打継目部分等に設置し
て、該継目部分等からの浸透水の侵入を阻止する止水板
に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a water stop plate that is installed at the joints of concrete buildings to prevent water from penetrating into the joints. be.

[従来の技術] 従来、水膨張性材料よりなる膨張層を少なくとも表面の
一部に形成した止水板が知られている。
[Prior Art] Conventionally, water stop plates are known in which an expansion layer made of a water-swellable material is formed on at least a portion of the surface.

[発明が解決しようとする問題点] この止水板は、帯板状に長く形成されたものであり、巻
回された状態で作業現場に搬送され、所望の長さに切断
して用いられているものであるが、例えば、この止水板
を現場に保管している間に、雨水、地下水等にぬれると
膨張層が水膨張して、以後に行なわれる止水板の取付作
業が困難となるばかりでなく、止水板の機能が損なわれ
てただちに使用できなくなるという問題点が生じていた
[Problems to be Solved by the Invention] This water stop plate is formed into a long strip, and is transported to a work site in a rolled state, and cut to a desired length for use. However, for example, if this water stop plate gets wet with rainwater, groundwater, etc. while it is stored on site, the expansion layer expands with water, making subsequent installation of the water stop plate difficult. Not only that, but the function of the water stop plate is impaired and it becomes unusable immediately.

本発明は、このような問題点を解決するためになされた
ものであって、すなわち本発明は、使用以前の例えば保
管中に雨水、地下水等では、膨張層が水膨張せず、コン
クリート中に埋設されて初めて水膨張の働きが開始する
ようにした止水板を提供することを目的としている。
The present invention has been made to solve these problems. In other words, the present invention is designed to prevent the expansion layer from expanding with water in rainwater, underground water, etc. during storage before use, and to prevent the expansion layer from expanding in concrete. The object of the present invention is to provide a water stop plate that starts to work due to water expansion only after it is buried.

[問題点を解決するための手段] その目的を解決するために本発明の止水板においては、
止水板本体の膨張層表面には、アルカリ水によって少な
くとも一部が溶解しうるアルカリ可溶遮水膜部を形成し
たことを特徴としている。
[Means for solving the problem] In order to solve the purpose, the water stop plate of the present invention has the following features:
It is characterized in that an alkali-soluble water-blocking film part that can be at least partially dissolved by alkaline water is formed on the surface of the expansion layer of the water-stop plate main body.

また、前記止水板全体が、水膨張性材料よりなる膨張層
により形成され、この膨張層表面に前記アルカリ可溶遮
水膜部を形成してもよい。
Further, the entire water stop plate may be formed of an expansion layer made of a water-swellable material, and the alkali-soluble water-shielding film portion may be formed on the surface of the expansion layer.

また、前記止水板本体には、少くとも長手方向両側縁部
に、中空あるいは軟質弾性多孔材が充填された応力吸収
孔が形成され、この応力吸収孔の外側部分に沿って前記
膨張層が形成され、この膨張層表面に、前記アルカリ可
溶遮水膜部を形成してもよい。
Further, the water stop plate main body has stress absorbing holes that are hollow or filled with a soft elastic porous material formed at least on both longitudinal side edges, and the expansion layer is formed along the outer side of the stress absorbing hole. The alkali-soluble water-blocking film portion may be formed on the surface of the expansion layer.

[作用] 上記構成によれば、アルカリ可溶遮水膜部は、継目部に
止水板を埋設後、コンクリートのアルカリ水の浸透によ
り少なくとも一部が溶解する。膨張層は、このアルカリ
可溶遮水膜部が溶解することにより初めて水と接触して
含水による膨張作用を生じるという11二水板の機能を
開始することになる。
[Function] According to the above configuration, at least a portion of the alkali-soluble water-blocking membrane portion dissolves due to the permeation of alkaline water into the concrete after the water stop plate is embedded in the joint portion. When the alkali-soluble water-shielding membrane portion dissolves, the expansion layer comes into contact with water and starts to function as a 11-water plate in which expansion occurs due to water content.

[実施例] 第1図と第2図は、本発明の実施例に係る止水板の斜視
図と使用状態を示す断面図である。
[Example] FIGS. 1 and 2 are a perspective view and a cross-sectional view of a water stop plate according to an example of the present invention and a state in which it is used.

この止水板1は、全体として帯板状をなし、ゴム、プラ
スチックの非膨張性材料、例えば塩素化ポリエチレンよ
りなる止水板本体2の長子両側縁部に、ゴム又はプラス
チック中に高吸水性樹脂例えば無水マレイン酸とインブ
チレンの共重合体の架橋物が分散混入されてなる公知の
水膨張性材料よりなる膨張層3.3が形成されている。
This water stop plate 1 has a band-like shape as a whole, and is made of a non-expandable material such as rubber or plastic, such as chlorinated polyethylene, on both sides of the main part of the water stop plate main body 2. An expansion layer 3.3 is formed of a known water-swellable material in which a resin such as a crosslinked copolymer of maleic anhydride and inbutylene is dispersed.

しかして、上記止水板lは、止水板本体2の両側縁部2
a、2aを大径筒状としてその内部に両側に応力吸収孔
4,4を形成させ、上記筒状両側縁部2a、2aの外側
半部の表層を肉薄に切欠き、該切欠凹部2d内に膨張層
3,3を形成させる。
Therefore, the water stop plate l has two edges 2 on both sides of the water stop plate main body 2.
a, 2a are made into large diameter cylinders, and stress absorption holes 4, 4 are formed inside them on both sides, and the surface layer of the outer half of the cylindrical side edges 2a, 2a is thinly cut out, and the inside of the notch recess 2d is formed. The expansion layers 3, 3 are formed.

また、止水板本体2の中間板部2bの中央には大径筒状
の中間応力吸収孔2cが形成されているとともに、中間
板部2bの上下面に突状2eを有するコルゲート板とさ
れている。
In addition, a large-diameter cylindrical intermediate stress absorption hole 2c is formed in the center of the intermediate plate portion 2b of the waterstop body 2, and the intermediate plate portion 2b is made of a corrugated plate having protrusions 2e on the upper and lower surfaces. ing.

また、上記の応力吸収孔4には、軟質骨性多孔材を充填
させるようにしてもよく、その孔の形状も丸孔のほか角
孔、楕円孔等各種の形状とすることができる。
Further, the stress absorbing hole 4 may be filled with a soft bone porous material, and the hole may have various shapes such as a square hole, an elliptical hole, etc. in addition to a round hole.

そして前記膨張層3.3の表面上には塩素化ポリエチレ
ンとアルカリ可溶性樹脂、例えば無水マレイン酸とイソ
ブチレンの共重合体よりなるアルカリ可溶遮水膜部5.
5が皮膜形成されている。
On the surface of the expansion layer 3.3 is an alkali-soluble water-blocking film portion 5. made of chlorinated polyethylene and an alkali-soluble resin, such as a copolymer of maleic anhydride and isobutylene.
5 is coated.

次に上述の構成における作用を説明する。Next, the operation of the above configuration will be explained.

上記の止水板lを、第2図に示すように、打設コンクリ
−)A、Bの継目Cの部分に、該継目Cと直交する方向
に埋設させる。すると、継目Cに浸水する水は、止水板
1の表面から両側方向に移動して膨張層3.3の表面上
に形成されたアルカリ可溶遮水膜部5,5に接触してコ
ンクリート中のアルカリ成分により水はアルカリ水とな
ってアルカリ可溶遮水膜部5,5の一部あるいは、全部
が溶解する。次でこのアルカリ水は膨張層3,3の表面
に接触して膨張層3,3を含水膨張させる。これにより
膨張層3.3がコンクリート面に密着してシール性を保
ち、水の侵入を阻止させる。しかして、膨張層3.3が
さらに膨張してコンクリ−)A、Hの密閉空間に止水作
用に必要な密着圧を越える過大な圧力を与えるときには
、膨張層3,3は直接両側応力吸収孔4.4内に膨張し
膨張による過大な内部応力を有効に吸収させるから、コ
ンクリートにクラックを生じさせることがない。
As shown in FIG. 2, the above-mentioned water stop plate 1 is buried at the joint C of the poured concrete A and B in a direction perpendicular to the joint C. Then, the water entering the joint C moves in both directions from the surface of the water stop plate 1, contacts the alkali-soluble water-shielding membrane parts 5, 5 formed on the surface of the expansion layer 3.3, and breaks down the concrete. The water becomes alkaline water due to the alkaline component therein, and a part or all of the alkali-soluble water-blocking membrane parts 5, 5 are dissolved. Next, this alkaline water contacts the surfaces of the expansion layers 3, 3 and causes the expansion layers 3, 3 to hydrate and expand. As a result, the expansion layer 3.3 adheres closely to the concrete surface to maintain sealing properties and prevent water from entering. Therefore, when the expansion layer 3.3 expands further and applies an excessive pressure exceeding the contact pressure necessary for water-stopping to the sealed space of concrete (A) and H, the expansion layer 3.3 directly absorbs the stress on both sides. Since it expands into the hole 4.4 and effectively absorbs the excessive internal stress caused by the expansion, it does not cause cracks in the concrete.

尚、止水板1の一部が予じめ固化されたコンクリート等
の部分に固定された後に、生コンクリートが打設される
場合等には、上記固化されたコンクリートに接するアル
カリ可溶遮水膜部の部分に固定する直前にアルカリ水を
塗布等して、上記アルカリ可溶遮水膜部の部分を溶融状
態あるいは半溶融状態にしてから止水板lを固定するこ
とが出その他、第5図B−Jの止水板の構成と作用の説
明の詳細は省略する。
In addition, when fresh concrete is placed after a part of the water stop plate 1 has been fixed to a part of pre-hardened concrete, etc., the alkali-soluble water stopper in contact with the hardened concrete may be Immediately before fixing the water stop plate l to the membrane part, it is possible to apply alkaline water or the like to bring the alkali-soluble water-shielding membrane part into a molten or semi-molten state before fixing the water stop plate l. Details of the structure and function of the water stop plate shown in FIGS. 5B-J will be omitted.

以下に、供試体による実験結果を示す。The experimental results using the specimen are shown below.

注1)無水マレイン酸とインブチレンの共重合体の架橋
物 注2)無水マレイン酸とイソブチレンの共重合体 各供試体の形状は、第1図及び第2図の実施例と同一で
ある。
Note 1) Crosslinked product of copolymer of maleic anhydride and inbutylene Note 2) Copolymer of maleic anhydride and isobutylene The shape of each specimen is the same as the example shown in FIGS. 1 and 2.

膨張特性の実験結果(第6図参照) 供試体Aを、コンクリート中に96時間埋設したもの(
×印)と、72時間埋設したもの(Δ印)と、埋設しな
っかったもの(O印)との3体用意し、これを20’C
の水道水中に浸漬して膨張部の寸法変化量を測定した。
Experimental results of expansion characteristics (see Figure 6) Specimen A was buried in concrete for 96 hours (
We prepared three bodies: one buried for 72 hours (marked with Δ), and one that was not buried (marked with O), and buried at 20'C.
The dimensional change of the expanded part was measured by immersing it in tap water.

この結果、96時間及び72時間コンクリート中に埋設
したものでは、コンクリート中のアルカリ水により遮水
膜部は溶解して早期に膨張部が膨張し、埋設しなかった
ものでは遮水膜部の存在によりほとんど膨張していない
。これによりアルカリ可溶遮水膜部の有効性が確認され
た。
As a result, in the case of the case buried in concrete for 96 hours and 72 hours, the water-blocking membrane part was dissolved by the alkaline water in the concrete and the expansion part expanded early, and in the case of the case that was not buried, the water-blocking membrane part was not present. Due to this, there is almost no expansion. This confirmed the effectiveness of the alkali-soluble water-blocking membrane.

止水性能の実験結果(第7図、第8図参照)第7図に示
すように、先行コンクリート6に上記各供試体1を設置
し、初期目地隙間tが10amとなるように後行コンク
リートを打設し、養生1週間後、目地隙間に水を注入し
て、目地隙間を一旦広げた後に縮小する方向に変化させ
て、各目地隙間下における各水圧下(1kgf/c r
n’ 〜5 kgf/c rn’)の止水性能を測定し
た。
Experimental results of water-stopping performance (see Figures 7 and 8) As shown in Figure 7, each of the above specimens 1 was installed on the preceding concrete 6, and the following concrete was placed so that the initial joint gap t was 10 am. After one week of curing, water was injected into the joint gaps, and the joint gaps were expanded once and then changed to shrink.
The water stop performance was measured between n' and 5 kgf/c rn'.

第8図Aは、本発明による止水板の性能結果を示し、第
8図Bは、アルカリ可溶遮水膜部のない従来品による性
能結果を示す。
FIG. 8A shows the performance results of the waterstop plate according to the present invention, and FIG. 8B shows the performance results of a conventional product without an alkali-soluble waterstop film portion.

本発明の止水板では、目地の拡縮に拘らず各水圧下にお
いて止水されている(第8図A)が、従来品では、目地
の拡大及び一旦拡大後の縮小後に止水機能が損なわれて
いる。(第8図B)これは、従来品では、生コンの固化
前に膨張部が吸水膨張することから周辺のコンクリート
が脱水されて硬化不良を起す結果であり、この点におい
ても本発明の優秀性が確認された。
In the water stop plate of the present invention, water is stopped under various water pressures regardless of the expansion and contraction of the joint (Fig. 8A), but in the conventional product, the water stop function is lost after the joint expands and once it shrinks after expansion. It is. (Fig. 8B) This is because in the conventional product, the expansion part absorbs water and expands before the ready-mixed concrete solidifies, resulting in dehydration of the surrounding concrete and poor curing.This is also the superiority of the present invention. was confirmed.

[発明の効果] 以上説明したように、本発明に係るアルカリ可溶遮水膜
部を有する止水板によれば、膨張層は、コンクリート内
に埋設した後に始めてアルカリ可溶遮水膜部が溶解して
水膨張を開始するため、現場等保存場所においてこの止
水板が雨水、地下水等に濡れても膨張層が水膨張するこ
とがない効果があり、ざらに止水機能も向上する効果が
ある。
[Effects of the Invention] As explained above, according to the water stop plate having an alkali-soluble water-shielding film portion according to the present invention, the expansion layer does not allow the alkali-soluble water-shielding film portion to form for the first time after being buried in concrete. Since it dissolves and starts expanding with water, even if this water stop plate gets wet with rainwater, groundwater, etc. at the site or other storage location, the expansion layer will not expand with water, and the water stop function will also be improved. There is.

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

第1図は、本発明の実施例に係る止水板の斜視図、第2
図は、同使用状態を示す断面図、第3図、第4図は同止
水板の他の例を示す断面図、第5図A−Jは、同止水板
のその他の例を示す断面図、第6図は、試験結果を示す
グラフ図、第7図は、試験方法を示す断面図、第8図A
、Bは、試験結果を示す図である。 1.11,21.31・・・止水板、2,12゜22 
、32 ・・・止水板本体、2a、12a、22a・・
・側縁部、3,13,23.33・・・膨張層、5゜1
5.25.35・・・遮水膜部。 特許出願人   シーアイ化成株式会社第1図 第2図 第3図 j 第4図 第5図F 第5図G 第5図J 32      32c r          10>/          
      ノつ一一第7図 水圧 ↓ 水 l                 c:電。
FIG. 1 is a perspective view of a water stop plate according to an embodiment of the present invention, and FIG.
The figure is a cross-sectional view showing the same usage state, Figures 3 and 4 are cross-sectional views showing other examples of the same water stop plate, and Figures 5 A-J show other examples of the same water stop plate. 6 is a graph showing the test results, FIG. 7 is a sectional view showing the test method, and FIG. 8A
, B are diagrams showing test results. 1.11, 21.31...Water stop plate, 2,12゜22
, 32...Water stop plate body, 2a, 12a, 22a...
・Side edge, 3, 13, 23. 33... Expansion layer, 5゜1
5.25.35...Waterproof membrane part. Patent applicant CI Kasei Co., Ltd. Figure 1 Figure 2 Figure 3 j Figure 4 Figure 5 F Figure 5 G Figure 5 J 32 32c r 10>/
Notsuichi Figure 7 Water pressure ↓ Water l c: Electricity.

Claims (3)

【特許請求の範囲】[Claims] (1)止水板本体の少なくとも表面の少なくとも一部に
水膨張性材料よりなる膨張層が形成されてなる止水板に
おいて、 前記膨張層表面には、アルカリ水によって少なくとも一
部が溶解しうるアルカリ可溶遮水膜部を形成したことを
特徴とする止水板。
(1) In a water stop plate in which an expansion layer made of a water-swellable material is formed on at least a portion of the surface of the water stop plate body, at least a portion of the surface of the expansion layer can be dissolved by alkaline water. A water stop plate characterized by forming an alkali-soluble water-blocking film portion.
(2)前記止水板本体は、全体として水膨張性材料より
なる膨張層により形成されている特許請求の範囲第1項
記載の止水板。
(2) The water stop plate according to claim 1, wherein the water stop plate main body is formed entirely of an expansion layer made of a water-swellable material.
(3)前記止水板本体は、少なくとも長手方向両側縁部
には、中空あるいは軟質弾性多孔材が充填された応力吸
収孔が形成され、少なくとも該応力吸収孔の外側部分に
沿って水膨張性材料よりなる膨張層が形成されてなる特
許請求の範囲第1項記載の止水板。
(3) The water stop plate body has stress absorbing holes that are hollow or filled with a soft elastic porous material formed at least on both longitudinal side edges, and has water-expandable properties along at least the outer portion of the stress absorbing hole. 2. The water stop plate according to claim 1, wherein an expansion layer made of a material is formed.
JP22187785A 1985-10-07 1985-10-07 Water stop panel Granted JPS6290455A (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP22187785A JPS6290455A (en) 1985-10-07 1985-10-07 Water stop panel
AU63065/86A AU582901B2 (en) 1985-10-07 1986-09-23 A waterstop
CA 518999 CA1278436C (en) 1985-10-07 1986-09-24 Waterstop
US06/915,738 US4740404A (en) 1985-10-07 1986-10-06 Waterstop
EP19860307709 EP0219296B1 (en) 1985-10-07 1986-10-06 A waterstop
DE8686307709T DE3667188D1 (en) 1985-10-07 1986-10-06 POETRY.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22187785A JPS6290455A (en) 1985-10-07 1985-10-07 Water stop panel

Publications (2)

Publication Number Publication Date
JPS6290455A true JPS6290455A (en) 1987-04-24
JPH0374298B2 JPH0374298B2 (en) 1991-11-26

Family

ID=16773581

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22187785A Granted JPS6290455A (en) 1985-10-07 1985-10-07 Water stop panel

Country Status (1)

Country Link
JP (1) JPS6290455A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0399148U (en) * 1990-01-31 1991-10-16
JPH04110809U (en) * 1991-03-12 1992-09-25 有限会社岩本技研 Water stop plate
JPH0575305U (en) * 1991-04-19 1993-10-15 早川ゴム株式会社 Water stop structure
JP2002088344A (en) * 2000-01-25 2002-03-27 Tomoe Engineering Co Ltd Water-proof composite water-stopping material
KR102108976B1 (en) * 2019-02-22 2020-05-11 김기찬 Water stop plate

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0399148U (en) * 1990-01-31 1991-10-16
JPH04110809U (en) * 1991-03-12 1992-09-25 有限会社岩本技研 Water stop plate
JPH0575305U (en) * 1991-04-19 1993-10-15 早川ゴム株式会社 Water stop structure
JP2002088344A (en) * 2000-01-25 2002-03-27 Tomoe Engineering Co Ltd Water-proof composite water-stopping material
KR102108976B1 (en) * 2019-02-22 2020-05-11 김기찬 Water stop plate

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JPH0374298B2 (en) 1991-11-26

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