JPH05295806A - Water-swelling water stopper material for concrete joint - Google Patents

Water-swelling water stopper material for concrete joint

Info

Publication number
JPH05295806A
JPH05295806A JP4069852A JP6985292A JPH05295806A JP H05295806 A JPH05295806 A JP H05295806A JP 4069852 A JP4069852 A JP 4069852A JP 6985292 A JP6985292 A JP 6985292A JP H05295806 A JPH05295806 A JP H05295806A
Authority
JP
Japan
Prior art keywords
water
swellable
concrete
stopping material
swelling
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
JP4069852A
Other languages
Japanese (ja)
Other versions
JP3172804B2 (en
Inventor
Eiji Kamata
英治 鎌田
Hiroshi Enami
弘 榎並
Kiyoufu Hoshikawa
▲きょう▼阜 星川
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.)
Shinmei Sangyo Co Ltd
Original Assignee
Shinmei Sangyo 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 Shinmei Sangyo Co Ltd filed Critical Shinmei Sangyo Co Ltd
Priority to JP06985292A priority Critical patent/JP3172804B2/en
Publication of JPH05295806A publication Critical patent/JPH05295806A/en
Application granted granted Critical
Publication of JP3172804B2 publication Critical patent/JP3172804B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To obtain a water stopper material capable of expanding only toward the thickwise direction for concrete joints. CONSTITUTION:A thin strip of water-swelling water stopper material 5 made of a water-swelling rubber or resin, whose one side has a flat or inverted trapezoidal form and the other side has a waved form having alternately continuous recessions 2 and projections 3, is provided. The expanding speed of the material 5 by water absorption is set up to be slower than the setting speed of joint concrete. Or, a water-soluble thin film 5 is provided for all or partial outer surface of the stopper material 5 to form a water-swelling water stopper, and the water stopper 5 is placed along the joint face of concrete.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は家屋の外壁や水路の側
壁など着水しやすい部分のコンクリート壁打ち継ぎ用の
水膨張性止水材、詳しくは水膨張性止水材の膨張を該止
水材の厚み方向にのみ集中させるようにしたことに関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-expandable water-stopping material for splicing concrete walls, such as an outer wall of a house or a side wall of a waterway, and more specifically to the expansion of the water-expandable water-stopping material. This relates to the fact that water is concentrated only in the thickness direction.

【0002】[0002]

【従来の技術】この種の水膨張性止水材としては特公昭
60−6236号公報がある。該公報は高吸収性樹脂が
分散した未加硫の水膨張性ゴム層Aを、該ゴム層Aの吸
水による厚み方向以外の膨張を吸収する未加硫の水膨張
性ゴム層Bの両面に1層づつ積層して三層構造とし、同
時加硫してなる水膨張性止水材を記載している。
2. Description of the Related Art Japanese Patent Publication No. 60-6236 discloses a water-expandable water-stopping material of this type. The publication discloses that an unvulcanized water-expandable rubber layer A in which a superabsorbent resin is dispersed is provided on both surfaces of an unvulcanized water-expandable rubber layer B that absorbs expansion of the rubber layer A due to water absorption other than in the thickness direction. It describes a water-expandable water-stop material obtained by laminating one layer at a time to form a three-layer structure and simultaneously vulcanizing.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、該公報
は異質のゴムを三層において貼り合わせる関係で製造を
容易でないものにしており、しかも伸びを止めるべき中
間層が上下層の伸び圧によってかなりの割合で伸びるた
め、コンクリート打ち継ぎ面に介在させた時に縦横に変
動したりして空隙を作り、そこから水洩れを生ずるとい
う課題がある。
However, the publication makes it difficult to manufacture because the different rubbers are bonded in three layers, and the intermediate layer whose elongation is to be stopped is considerably damaged by the elongation pressure of the upper and lower layers. Since it grows at a rate, there is a problem that when it is interposed in the concrete joint surface, it fluctuates vertically and horizontally to form a void, which causes water leakage.

【0004】[0004]

【課題を解決するための手段】本発明は含水することに
より膨張するゴムまたは樹脂をもって一面を扁平または
逆梯形形状とし、他面に凹部と凸部が交互に連続する1
条または数条の波形面を設けてなる細帯状の水膨張性止
水材を形成し、該水膨張性止水材をコンクリート打ち継
ぎ壁面間に沿って介在させて、打ち継ぎコンクリート壁
の端面と波形面の噛合により該止水材の長手方向への膨
張を防止して、かかる課題を解決しようとするものであ
る。
According to the present invention, a rubber or a resin that expands by being hydrated has a flat or inverted trapezoidal shape on one side, and recesses and protrusions are alternately continuous on the other side.
A strip-shaped water-expandable water-stopping material having multiple or several corrugated surfaces is formed, and the water-expandable water-stopping material is interposed along the concrete joint wall surfaces to form an end surface of the joint concrete wall. It is intended to solve such a problem by preventing the water blocking material from expanding in the longitudinal direction by the engagement of the corrugated surface and the corrugated surface.

【0005】[0005]

【作用】本発明の水膨張性止水材を先打ちしたコンクリ
ート壁の端面に扁平面を糊付けする要領で、またはコン
クリート壁が未だやわらかい時に逆梯形面を押込む要領
にて添着し、次いでコンクリート壁を継ぎ打ちのであ
る。水膨張性止水材は継ぎ打ちコンクリート壁が止水材
の波形面を噛み止めるので、長手方向への伸びが阻止さ
れて、もっぱら厚み方向にのみ膨張してコンクリート壁
の端面間に緊密に圧接してコンクリート壁面間を確実に
水封止することとなる。なお水膨張性止水材の含水によ
る膨張速度をコンクリートの凝結速度より遅くなるよう
に形成することにより、上記した水封止作用を確実にさ
せることができる。さらに止水材の全面または一部を水
溶性の薄膜にて被覆すると、コンクリートの凝結後に止
水材は膨張をはじめて水封止することとなる。
The water-expandable water-stopping material of the present invention is attached to the end surface of the concrete wall which has been preliminarily struck in such a way that a flat surface is glued, or when the reverse trapezoidal surface is pushed in when the concrete wall is still soft, and then concrete is attached. The walls are smashed together. Since the water-expandable water-stopping material is the seamed concrete wall that holds the corrugated surface of the water-stopping material, it is prevented from extending in the longitudinal direction, expanding exclusively in the thickness direction, and tightly pressing the end faces of the concrete wall. Then, the water between the concrete wall surfaces is reliably sealed. By forming the water-swellable water-blocking material so that the rate of expansion due to the water content is slower than the setting rate of concrete, the above-mentioned water sealing action can be ensured. Further, if the entire surface or a part of the water blocking material is covered with a water-soluble thin film, the water blocking material will start to expand and seal with water after the setting of concrete.

【0006】[0006]

【実施例】以下図面に基づいて実施例を説明する。Embodiments Embodiments will be described below with reference to the drawings.

【0007】図1乃至図5は第1実施例であって、含水
することにより膨張するゴムをもって一側を扁平面と
し、他側に凹曲面2と凸曲面3が交互する波形面4を設
けてなる適度の厚みを有す細帯状の水膨張性止水材5を
形成し、該止水材5を先打ちするコンクリート壁6の端
面6aに扁平面1を糊付けして添設し、該止水材5を挟ん
でコンクリート壁7を継ぎ打ちする要領にて所定大きさ
の壁面8を形成するのである。このコンクリート壁7の
継ぎ打ちにより、止水材5の波形面4はコンクリート壁
7により挟み止めされて、止水材5の長手方向への膨張
が阻止されてもっぱら厚み方向、すなわちコンクリート
壁6,7方向にのみ膨張して水封止することとなる。
FIGS. 1 to 5 show a first embodiment, in which one side has a flat surface with rubber that expands when it contains water, and a corrugated surface 4 in which a concave curved surface 2 and a convex curved surface 3 alternate is provided on the other side. Forming a strip-shaped water-expandable water-stopping material 5 having an appropriate thickness, and attaching the flat surface 1 to the end surface 6a of the concrete wall 6 that pre-strikes the water-stopping material 5 by gluing The wall surface 8 having a predetermined size is formed in the manner that the concrete wall 7 is spliced across the water blocking material 5. By this jointing of the concrete walls 7, the corrugated surface 4 of the water blocking material 5 is clamped by the concrete walls 7, and the expansion of the water blocking material 5 in the longitudinal direction is prevented, but only in the thickness direction, that is, the concrete wall 6, It expands only in 7 directions and seals with water.

【0008】この際、止水材5の含水による膨張速度を
打ち継ぎコンクリート壁7の凝結速度より遅くなるよう
に配合形成すると、止水材5は打ち継ぎコンクリート壁
7の凝結後に膨張して緊密に接面して水封止することと
なる。
[0008] At this time, if the water-stopping material 5 is mixed and formed so as to have an expansion rate slower than the setting speed of the splice concrete wall 7, the water-stopping material 5 expands after the setting concrete wall 7 is solidified and becomes tight. To be sealed with water.

【0009】図5はその作用を図示したもので、止水材
5の膨張作用線イはコンクリート壁7に深く入り込むこ
とになる。
FIG. 5 shows the action thereof, and the line of expansion action a of the water blocking member 5 penetrates deeply into the concrete wall 7.

【0010】図6は止水材5の一面を扁平面1にかえて
逆梯形面1aにて形成して端面6aの未凝結の段階にて埋込
み添設した例を示し、図7は止水材5の両側側面にも波
形面4aを形成した例を示し、図8は緩やかな凹凸にかえ
て梯形の波形面4bを形成した例を示している。
FIG. 6 shows an example in which one surface of the water blocking material 5 is replaced by a flat surface 1 and formed into an inverted trapezoidal surface 1a, and the end surface 6a is embedded and attached at the uncondensed stage. FIG. An example in which the corrugated surface 4a is formed on both side surfaces of the material 5 is shown, and FIG. 8 shows an example in which a trapezoidal corrugated surface 4b is formed instead of the gentle unevenness.

【0011】また図9は波形面4を互いにずらして2列
において設け、図10は3列において設けた例を示し、図
11は波形面にかえて貫通孔4cを設け、図12は溝4dを設け
た例を示し、いずれの例もその他の構成は第1実施例と
同じである。
FIG. 9 shows an example in which the corrugated surfaces 4 are offset from each other and provided in two rows, and FIG. 10 shows an example in which they are provided in three rows.
Reference numeral 11 shows an example in which a through hole 4c is provided instead of the corrugated surface, and FIG. 12 shows an example in which the groove 4d is provided. In each example, the other structure is the same as that of the first embodiment.

【0012】さらに図13(a)(b)に示すように、止水材
5の全面または特に逆梯形面1aをコンクリートの凝結後
に溶解するような水溶性の薄膜9にて被覆すると、止水
材5はコンクリート壁6,7の凝結後に含水膨張をはじ
めて水封止をさらに確実にすることとなる。
Further, as shown in FIGS. 13 (a) and 13 (b), when the entire surface of the water blocking material 5 or particularly the inverted trapezoidal surface 1a is covered with a water-soluble thin film 9 which dissolves after the setting of concrete, The material 5 will start water-containing expansion after the concrete walls 6 and 7 are solidified to further ensure water sealing.

【0013】[0013]

【発明の効果】本発明は以上のようにして、水膨張性止
水材の一面または両側に凹凸曲面の連続する波形面を設
けたので、継ぎ打ちするコンクリート壁が該波形面に噛
合して挟み止めるをもって該止水材は長手方向の膨張が
止められて厚み方向にのみ膨張するから打ち継ぎコンク
リート壁に密接して水封止を確実にするという効果を生
ずる。
As described above, according to the present invention, since the corrugated surface having the concavo-convex curved surface is provided on one surface or both sides of the water-swellable water blocking material, the concrete wall to be spliced meshes with the corrugated surface. Since the water-stopping material is prevented from expanding in the longitudinal direction and expands only in the thickness direction by sandwiching it, the water-stopping material is brought into close contact with the pour-jointing concrete wall to ensure water sealing.

【0014】また長手方向への膨張が阻止されることに
よって、止水材のずれ動きや蛇行等が生じないという効
果を生ずる。
Further, since the expansion in the longitudinal direction is prevented, there is an effect that the water stopping material does not move or meander.

【0015】また水膨張性止水材の含水による膨張速度
を打ち継ぎコンクリートの凝結速度より遅くなるように
配合形成し、また水膨張性止水材の全面または一部の外
表に水溶性の薄膜を設けることによって、止水材は打ち
継ぎコンクリート壁の凝結後に含水膨張をはじめて、水
封止を確実にするという効果を生ずる。
Further, the water-expandable water-stopping material is compounded and formed so as to have an expansion rate due to the water content slower than the setting speed of the splicing concrete, and a water-soluble thin film is formed on the entire surface or a part of the outer surface of the water-expandable water stoppage material. By providing the water-stopping material, the water-stopping material has an effect that it starts water-containing expansion after setting of the splice concrete wall and ensures water sealing.

【0016】また本発明水膨張性止水材は単一のゴムま
たは樹脂にて形成するので、容易且つ能率的に製造する
ことができるという効果を生ずる。
Further, since the water-swellable water-stopping material of the present invention is formed of a single rubber or resin, there is an effect that it can be manufactured easily and efficiently.

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

【図1】 第1実施例の止水材の施工例を示す正面断面
図である。
FIG. 1 is a front sectional view showing an example of construction of a water blocking material according to a first embodiment.

【図2】 同、横継ぎ壁への施工例を示す部分正面断面
図である。
FIG. 2 is a partial front cross-sectional view showing an example of construction on the horizontal joint wall of the same.

【図3】 同、止水材の斜視図である。FIG. 3 is a perspective view of the water blocking material.

【図4】 同、先打ちコンクリート壁上に添着した状態
にて示す斜視図である。
FIG. 4 is a perspective view showing the same as being attached to a precast concrete wall.

【図5】 同、作用例図である。FIG. 5 is an operation example diagram of the same.

【図6】 止水材の一面を逆梯形面とした例の施工例を
示す断面図である。
FIG. 6 is a cross-sectional view showing a construction example of an example in which one surface of the water blocking material is an inverted trapezoidal surface.

【図7】 止水材の両側側面に波形面を設けた例を示す
平面図である。
FIG. 7 is a plan view showing an example in which corrugated surfaces are provided on both side surfaces of the water blocking material.

【図8】 梯形の波形面を設けた例を示す正面図であ
る。
FIG. 8 is a front view showing an example in which a trapezoidal corrugated surface is provided.

【図9】 波形面を交互する2列において設けた例を示
す斜視図である。
FIG. 9 is a perspective view showing an example in which two wavy surfaces are provided alternately.

【図10】 波形面を交互する3列において設けた例を示
す斜視図である。
FIG. 10 is a perspective view showing an example in which corrugated surfaces are provided in three alternating rows.

【図11】 波形面にかえて貫通孔を交互形成した例を示
す斜視図である。
FIG. 11 is a perspective view showing an example in which through holes are alternately formed instead of corrugated surfaces.

【図12】 同、両側面に交互する溝を形成した例を示す
斜視図である。
FIG. 12 is a perspective view showing an example in which grooves are alternately formed on both side surfaces.

【図13】 (a)は止水材の上面および側面を水溶性の薄
膜にて被覆した例を示し、(b)は全面を水溶性の薄膜に
て被覆した例を示す斜視図である。
13A is a perspective view showing an example in which the upper surface and side surfaces of the water blocking material are coated with a water-soluble thin film, and FIG. 13B is a perspective view showing an example in which the entire surface is coated with a water-soluble thin film.

【符号の説明】[Explanation of symbols]

1は扁平面 1aは逆梯形面 2は凹曲面 3は凸曲面 4は波形面 4aは側面に設けた波形面 4bは梯形の波形面 4cは貫通孔 4dは溝 5は水膨張性止水材 6は先打ちするコンクリート壁 6aは頂面 7は継ぎ打ちするコンクリート壁 8は壁面 9は水溶性の薄膜 1 is a flat surface 1a is an inverted trapezoidal surface 2 is a concave curved surface 3 is a convex curved surface 4 is a corrugated surface 4a is a corrugated surface provided on a side surface 4b is a trapezoidal corrugated surface 4c is a through hole 4d is a groove 5 is a water-expandable waterproof material 6 is a concrete wall to be precast 6a is a top surface 7 is a concrete wall to be spliced 8 is a wall surface 9 is a water-soluble thin film

フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 F16J 15/10 V 8207−3J D 8207−3J Continuation of the front page (51) Int.Cl. 5 Identification code Office reference number FI technical display location F16J 15/10 V 8207-3J D 8207-3J

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 含水することにより膨張するゴムまたは
樹脂をもって一面を扁平または逆梯形形状とし、他面に
凹部と凸部が交互に連続する1条または数条の波形面を
設けてなる細帯状の水膨張性止水材を形成し、該水膨張
性止水材をコンクリート打ち継ぎ壁面間に沿って介在さ
せることを特徴とするコンクリート打ち継ぎ用の水膨張
性止水材。
1. A strip-like shape in which one surface is made flat or inverted trapezoidal with rubber or resin that expands when it contains water, and one or several corrugated surfaces in which concave portions and convex portions are alternately continuous are provided on the other surface. The water-swellable water-stopping material for concrete splicing, wherein the water-swellable water-stopping material is formed, and the water-swellable water-stopping material is interposed along the wall surface of the concrete splicing joint.
【請求項2】 波形面を水膨張性止水材の長手方向の両
側側面に設けた請求項1記載の水膨張性止水材。
2. The water-swellable waterproof material according to claim 1, wherein corrugated surfaces are provided on both side surfaces in the longitudinal direction of the water-swellable waterproof material.
【請求項3】 水膨張性止水材の含水による膨張速度を
打ち継ぎコンクリートの凝結速度より遅くなるように形
成した請求項1または2のいずれかに記載の水膨張性止
水材。
3. The water-swellable water-stopping material according to claim 1, wherein the water-swellable water-stopping material is formed so as to have a rate of expansion due to the water content being slower than a setting rate of the splice concrete.
【請求項4】 水膨張性止水材の全面または一部の外表
に水溶性の薄膜を設けた請求項1乃至3のいずれかに記
載の水膨張性止水材。
4. The water-swellable waterproof material according to claim 1, wherein a water-soluble thin film is provided on the entire surface or a part of the outer surface of the water-swellable waterproof material.
JP06985292A 1992-02-19 1992-02-19 Water-swellable waterproofing material for concrete splicing Expired - Fee Related JP3172804B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06985292A JP3172804B2 (en) 1992-02-19 1992-02-19 Water-swellable waterproofing material for concrete splicing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06985292A JP3172804B2 (en) 1992-02-19 1992-02-19 Water-swellable waterproofing material for concrete splicing

Publications (2)

Publication Number Publication Date
JPH05295806A true JPH05295806A (en) 1993-11-09
JP3172804B2 JP3172804B2 (en) 2001-06-04

Family

ID=13414760

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06985292A Expired - Fee Related JP3172804B2 (en) 1992-02-19 1992-02-19 Water-swellable waterproofing material for concrete splicing

Country Status (1)

Country Link
JP (1) JP3172804B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06235224A (en) * 1993-01-25 1994-08-23 American Colloid Co Trapizoidal treating method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06235224A (en) * 1993-01-25 1994-08-23 American Colloid Co Trapizoidal treating method

Also Published As

Publication number Publication date
JP3172804B2 (en) 2001-06-04

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