JP2007046415A - Sealant for cutting off water from joint and method of cutting off water from joint - Google Patents

Sealant for cutting off water from joint and method of cutting off water from joint Download PDF

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JP2007046415A
JP2007046415A JP2005234648A JP2005234648A JP2007046415A JP 2007046415 A JP2007046415 A JP 2007046415A JP 2005234648 A JP2005234648 A JP 2005234648A JP 2005234648 A JP2005234648 A JP 2005234648A JP 2007046415 A JP2007046415 A JP 2007046415A
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joint
water
widening
groove
joint groove
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Hiroshi Okanoe
宏 岡上
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Toa Grout Kogyo Co Ltd
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Toa Grout Kogyo Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a sealant for cutting off water from a joint easily fitted into a joint groove with a rather small pushing pressure, enabling an increase in the width of an elastic body in the joint groove without a special pushing operation, and providing a high water cutoff effect by allowing it to match the variation of the width dimensions of the joint groove. <P>SOLUTION: This sealant for cutting off water from a joint comprises the long elastic body 10A formed to be fitted to the joint groove 102 and an width increased material 20A stored in a storage groove 13 formed inside the elastic body and causing an action to press-fit the side face of the elastic body against the side wall of the joint groove after the elastic body is fitted to the joint groove. The width increased material storage groove 13 is formed in a groove opening toward the bottom of the joint groove. A part or all of the width increased material 20A formed to be partly or totally fitted to the groove is formed of a water-swelled rubber. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、漏水対策用の、特にトンネル等覆工コンクリート構造物の漏水対策用の目地止水用シール材及びこのシール材を使用する目地止水方法に関する。   The present invention relates to a joint water-stopping sealing material for water leakage countermeasures, particularly for water leakage countermeasures for lining concrete structures such as tunnels, and a joint water-stopping method using the sealing material.

一般にトンネル等コンクリート構造物は、年月を経ると亀裂が発生し、その亀裂を通して漏水し、放置しておくと大きな被害をもたらすことがある。また、セグメントを連接して構成されるコンクリート構造物のセグメント間の継ぎ目部には目地が形成されるが、この目地は漏水が生じないよう処理されなければならない。従って、目地の漏水防止を目的とした工事が多く行われている。   Generally, a concrete structure such as a tunnel cracks over time, leaks through the cracks, and can cause great damage if left untreated. In addition, joints are formed at the joints between the segments of the concrete structure formed by connecting the segments, and the joints must be treated so that water leakage does not occur. Therefore, there are many constructions aimed at preventing water leakage at joints.

このような漏水防止目的に使用される目地止水用シール材として下記特許文献1に示されているものが提案されている。このシール材は、コンクリート構造物が、例えば図8に示すようなトンネル100である場合、このトンネルの亀裂101が発生した箇所の内面部を削って形成した目地溝102に嵌め込まれる長尺の弾性本体と、この弾性本体内に長手方向に形成されたジッパー係合溝に圧入されるジッパーとを有している。前記ジッパーは、弾性材本体が目地溝内に嵌め込まれた後、ジッパー係合溝に圧入され、その圧入によって弾性本体が側方へ押し広げられ、その結果、弾性本体が目地溝の側面に押圧され、このようにしてシール材による止水作用がもたらされる。   As a sealing material for joint water-stopping used for the purpose of preventing such water leakage, the one disclosed in Patent Document 1 has been proposed. For example, when the concrete structure is a tunnel 100 as shown in FIG. 8, the sealing material is a long elastic member that is fitted into a joint groove 102 formed by cutting an inner surface portion of a portion where a crack 101 of the tunnel is generated. A main body and a zipper that is press-fitted into a zipper engagement groove formed in the longitudinal direction in the elastic main body. The zipper is inserted into the joint groove after the elastic material body is fitted into the joint groove, and the elastic body is pushed sideways by the press-fitting. As a result, the elastic body is pressed against the side surface of the joint groove. In this way, a water-stopping action is provided by the sealing material.

上記のジッパーは、横断面で見て略丸い形状のジッパー本体を有している。弾性本体のジッパー係合溝に圧入された後の前記ジッパー本体が不用意にジッパー係合溝から離脱しないよう、ジッパー係合溝のジッパー本体挿入口の間隙幅はジッパー本体の直径に比べて小寸法となされている。   The above zipper has a zipper body having a substantially round shape when viewed in cross section. The gap width of the zipper body insertion opening of the zipper engagement groove is smaller than the diameter of the zipper body so that the zipper body after being pressed into the zipper engagement groove of the elastic body does not inadvertently leave the zipper engagement groove. It is made with dimensions.

ジッパー本体をジッパー係合溝に圧入するには、ジッパー本体の前部を前記挿入口に当て、ジッパー後部をハンマーなどにより叩打してジッパーに押込圧力を加える。この押込圧力を受けてジッパー本体は前記挿入口を押し開き、ジッパー係合溝内へ進入する。   In order to press-fit the zipper body into the zipper engagement groove, the front part of the zipper body is applied to the insertion port, and the rear part of the zipper is struck with a hammer or the like to apply a pressing pressure to the zipper. In response to this pressing pressure, the zipper body pushes open the insertion port and enters the zipper engaging groove.

ジッパー本体は、ジッパー係合溝に比較して大径となされているので、ジッパー係合溝内に圧入されたとき弾性本体を側方へ押し広げるように作用し、それによって弾性本体外側面に形成した止水リブを目地溝の側面に押圧して止水作用をもたらし、さらにその際弾性本体とジッパー本体に発生する残留応力により止水作用を有効に維持する。   Since the zipper body has a larger diameter than the zipper engagement groove, the zipper body acts to push the elastic body sideways when it is press-fitted into the zipper engagement groove. The formed water-stopping rib is pressed against the side surface of the joint groove to bring about a water-stopping action, and further, the water-stopping action is effectively maintained by the residual stress generated in the elastic body and the zipper body.

特開2002−194332号公報JP 2002-194332 A

しかしながら、前記ジッパー本体によって前記挿入口を押し広げてこれを通過させるように構成された上記従来の目地止水用シール材によると、前記ジッパー本体を前記ジッパー係合溝内へ圧入する際、前記ジッパー本体が前記挿入口を通過する時点で前記弾性本体の拡幅が最大になり、通過後には弾性本体幅員の若干の縮小が生じるため、その縮小の分、止水効果が低下するという問題がある。また、挿入口を押し広げるためには前記ジッパーにはかなりの押込圧力を加える必要があり、作業性が良くない。   However, according to the conventional joint water sealing material configured to push the insertion port through the zipper body and allow the insertion port to pass therethrough, when the zipper body is press-fitted into the zipper engagement groove, When the zipper body passes through the insertion opening, the expansion of the elastic body is maximized. After the passage, the width of the elastic body is slightly reduced, so that there is a problem that the water stop effect is reduced by the reduction. . Further, in order to spread the insertion opening, it is necessary to apply a considerable pressing pressure to the zipper, and the workability is not good.

このような弾性本体幅員の縮小の影響を少なくするためにジッパー本体の径を大きくしたり、或いはジッパー本体へ加えるべき押込圧力が小さくて済むように挿入口の間隙幅を拡大したりする試みがなされたが、前者の場合には必要な押込圧力を増大する方向に作用するため押込みの作業性が更に悪化し、後者の場合には、ジッパー本体がジッパー係合溝から離脱し易くなってしまうという事態が発生し、このような二律背反的な要因の存在は、ジッパー本体及び上記挿入口の形状と寸法を満足のいくものにし難いという点で、上記従来の止水用シール材を利用しにくいものにしている。   There are attempts to increase the diameter of the zipper body in order to reduce the influence of the reduction in the width of the elastic body, or to increase the gap width of the insertion port so that the pressing force to be applied to the zipper body can be reduced. However, in the former case, the workability of the pushing operation is further deteriorated because it acts in the direction of increasing the necessary pushing pressure, and in the latter case, the zipper body is easily detached from the zipper engaging groove. The existence of such a trade-off factor is difficult to make the shape and dimensions of the zipper body and the insertion port satisfactory, and it is difficult to use the conventional sealing material for water stop. I'm making things.

また、上記目地溝に関し、一続きの目地溝であっても幅寸法には場所毎にある程度ばらつきがあるのが普通であり、このような目地溝に対し、上記従来の目地止水用シール材は、ジッパー本体の拡幅作用が全長に亘って実質的に一様であるため、目地溝幅寸法のばらつきに対する順応性が低く、目地溝側面に対する弾性本体の接触圧にばらつきが生じる結果となり、必ずしも満足のいく施工結果をもたらすには到っていない。   Further, regarding the joint groove, even if it is a continuous joint groove, the width dimension usually varies to some extent from place to place. Since the widening action of the zipper body is substantially uniform over the entire length, the adaptability to variations in the joint groove width dimension is low, resulting in variations in the contact pressure of the elastic body on the side surfaces of the joint grooves. It has not reached a satisfactory construction result.

そこで、本発明は、目地溝内への止水用シール材の嵌入を小さな押込圧力で行うことができ、目地溝内での弾性本体の拡幅は拡幅材への押圧操作を必要とすることなく行なわれ、更に目地溝の幅寸法にばらつきがあってもそれに順応して高い止水効果をもたらすようにすることを目的としたものである。   Therefore, according to the present invention, the sealing material for water-stopping can be inserted into the joint groove with a small pressing pressure, and the expansion of the elastic body in the joint groove does not require a pressing operation to the widening member. Further, it is intended to provide a high water-stopping effect by adapting to the variation in the width dimension of the joint groove.

上記目的を達成するために、本発明のうち請求項1に記載の発明は、コンクリート構造物の亀裂発生部を削って形成されるか、或いはコンクリート構造物セグメントの継ぎ目部に形成される目地溝に適用される目地止水用シール材であって、前記目地溝に嵌合するように形成される長尺の弾性本体と、この弾性本体の内部に形成された収容溝に収容され、前記弾性本体が前記目地溝に嵌め込まれた後、前記弾性本体の側面を前記目地溝の側面に圧接する作用をもたらす拡幅材とを有する目地止水用シール材において、前記拡幅材収容溝は前記目地溝の底部に向かって開放する溝であり、前記拡幅材はその一部又は全体が水膨潤材又は水膨張材にて形成され、更に前記拡幅材はその大部分又は全体が前記拡幅材収容溝に嵌装されることを特徴とする。   In order to achieve the above object, the invention according to claim 1 of the present invention is formed by cutting a crack occurrence part of a concrete structure or formed at a joint part of a concrete structure segment. A sealing material for joint sealing water applied to a long elastic body formed so as to fit into the joint groove, and accommodated in a housing groove formed inside the elastic body, the elastic And a widening material that has a function of pressing the side surface of the elastic main body against the side surface of the joint groove after the main body is fitted into the joint groove, wherein the widening material receiving groove is the joint groove. The widening material is partly or entirely formed of a water-swelling material or a water-swelling material, and the widening material is mostly or entirely formed in the widening material-receiving groove. It is characterized by being fitted That.

請求項1に記載の発明による目地止水用シール材の目地溝への嵌装は、先ず拡幅材に水を施与し、次いでこの湿潤拡幅材を部分的に或いは全体的に弾性本体の収容溝に収容し、次いで湿潤拡幅材を擁した弾性本体を、拡幅材を内側にして目地溝内へ嵌入するという作業手順で行われるが、湿潤拡幅材を擁する弾性本体を目地溝内へ嵌入する際、拡幅材の膨張はまだ開始されていないため、弾性本体はそれ自体初期の幅寸法を保っており、従って目地溝に対する弾性本体の嵌入は、大きな押込み力を必要とすることなく容易に行うことができる。   According to the first aspect of the present invention, the joint sealing water sealing material is fitted into the joint groove by first applying water to the widening member, and then partially or entirely accommodating the elastic main body. The elastic body containing the wet widening material is then inserted into the joint groove with the widening material inside, and the elastic main body holding the wet widening material is inserted into the joint groove. At this time, since the expansion of the widening material has not yet started, the elastic main body itself maintains the initial width dimension, and therefore the elastic main body can be easily inserted into the joint groove without requiring a large pushing force. be able to.

シール材が目地溝に嵌装された後、湿潤されている拡幅材は徐々に水膨張を行い、その幅寸法を拡大する。拡幅材のこの幅寸法の拡大は、弾性本体の拡幅をもたらし、弾性本体の側面を目地溝の側面に押圧する作用をもたらす。上記コンクリー構造物の亀裂から目地溝内へ浸入する水は拡幅材の更なる膨張拡幅を助長する。   After the sealing material is fitted into the joint groove, the wetted widening material gradually expands with water and expands its width dimension. The expansion of the width dimension of the widening material brings about the widening of the elastic main body and the action of pressing the side surface of the elastic main body against the side surface of the joint groove. Water entering the joint groove from the crack of the concrete structure promotes further expansion and widening of the widening material.

水膨張する拡幅材は融通性のある拡幅を弾性本体にもたらされる。すなわち、一続きの目地溝の幅寸法に場所毎のばらつきがあっても、そのようなばらつきは拡幅材の融通性のある水膨張作用によって十分に補われ、目地溝側面の何れの箇所においても弾性本体の十分な接触圧がもたらされ、従って目地溝全体に亘る確実で有効な止水作用が得られる。   The water-expanding widening material provides a flexible widening to the elastic body. In other words, even if there is a variation in the width dimension of the continuous joint groove from place to place, such a dispersion is sufficiently compensated by the flexible water expansion action of the widening material, and any part of the side face of the joint groove is Sufficient contact pressure of the elastic body is provided, thus providing a reliable and effective water stop action over the joint groove.

前記収容溝への拡幅材の嵌装作業が容易に行われるよう、拡幅材の幅寸法は拡幅材収容溝の幅寸法より小さくなされるが、拡幅材の水膨張が遊びなく弾性本体に伝達され、弾性本体の拡幅に無駄なく寄与するよう、両者の寸法は可能な限り近似していることが好ましい。   The width dimension of the widening material is made smaller than the width dimension of the widening material accommodation groove so that the work of fitting the widening material into the accommodation groove is facilitated, but the water expansion of the widening material is transmitted to the elastic body without play. In order to contribute to the widening of the elastic body without waste, it is preferable that the dimensions of both are as close as possible.

請求項2に記載のように、前記拡幅材の一部又は全部を水膨張ゴムで製作することにより、弾性本体の十分な拡幅を水の施与により効果的にもたらすことができる。   As described in claim 2, by making a part or all of the widening material with water-expandable rubber, it is possible to effectively bring about sufficient widening of the elastic body by application of water.

請求項3に記載のように、拡幅材の、拡幅材収容溝の底部に対向する頭頂面と、目地溝の底部に対向する底端面とにそれぞれ押え板を当接し、両押え板を、拡幅材の両側部において拡幅材延伸方向に対して略直交する方向に延びていて拡幅材延伸方向へ所定の間隔で配列された多数の線材により相互に連結し、この連結により両押え板間の間隔を広げる方向での拡幅材の膨張を拘束するようにすれば、弾性本体を目地溝から押出す方向への力を発生する膨張は、弾性本体の拡幅をもたらす方向へ転換され、従って目地溝側面への弾性本体の圧接力が増大し、止水効果が更に向上する。   The presser plates are brought into contact with the top surface of the widening material facing the bottom of the widening material receiving groove and the bottom end surface of the widening material facing the bottom of the joint groove, respectively. In both sides of the material, it extends in a direction substantially perpendicular to the direction of expansion of the widening material and is connected to each other by a number of wires arranged at a predetermined interval in the direction of expansion of the widening material. If the expansion of the widening material in the direction in which the elastic body is expanded is restricted, the expansion that generates a force in the direction of pushing the elastic body out of the joint groove is converted to a direction that causes the elastic body to widen, and therefore the side surface of the joint groove The pressure contact force of the elastic main body to the water increases, and the water stop effect is further improved.

上記目的を達成するために、本発明のうち請求項4に記載の方法の発明は、目地溝に嵌合するように形成され、拡幅材収容溝が長手方向に形成された長尺の弾性本体と、前記拡幅材収容溝に嵌装される水膨潤性又は水膨張性拡幅材とを有する目地止水用シール材を使用し、前記拡幅材をその表面に水を付着させた状態で前記拡幅材収容溝に差し込み、この弾性本体を前記拡幅材収容溝内の拡幅材を目地溝底部に向けた状態で目地溝内に嵌入することを特徴とする。   In order to achieve the above-mentioned object, the invention of the method according to claim 4 of the present invention is a long elastic body formed so as to fit into a joint groove and having a widening material accommodation groove formed in the longitudinal direction. And a water-swellable or water-swellable widening material fitted in the widening material accommodation groove, and the widening material in a state where water is adhered to the surface of the widening material. The elastic body is inserted into the joint groove, and the elastic body is inserted into the joint groove in a state where the widening material in the wide member housing groove faces the bottom of the joint groove.

拡幅材は水膨潤性又は水膨張性ゴム製であるか、或いは水膨潤性又は水膨張性ゴムを主要部として含む材料で製作されていることが好ましい。   The widening material is preferably made of water-swellable or water-swellable rubber or made of a material containing water-swellable or water-swellable rubber as a main part.

拡幅材表面への水の付着は、拡幅材を水槽内の水に浸漬するか、噴霧器により拡幅材表面に水を吹き付けることによって行われる。   The adhesion of water to the surface of the widening material is performed by immersing the widening material in water in a water tank or by spraying water on the surface of the widening material with a sprayer.

本発明によれば、目地溝内への目地止水用シール材の嵌装を極めて簡単な作業で行うことができ、嵌装後においては弾性本体の拡幅のための人為的な作業を何も必要とせず、従って、作業性及び施工性において極めて優れており、しかも、目地溝寸法のばらつきの影響を受けることなく高品質の止水作用が目地溝全体に亘って満遍なくもたらされる。   According to the present invention, it is possible to perform the fitting of the sealing material for joint sealing water into the joint groove by an extremely simple work, and after the fitting, no artificial work for widening the elastic body is performed. Therefore, it is extremely excellent in workability and workability, and a high-quality water-stopping action is provided evenly over the entire joint groove without being affected by variations in joint groove dimensions.

以下、本発明の実施の形態を図によって詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

図1は、本発明による目地止水用シール材の構成要素である弾性本体10Aの一部を斜視図にて示している。弾性本体10Aは、例えばクロロブレンゴム、エチレンプロピレンコポリマー(EPM)或いはエチレンプロピレンターポリマー(EPDM)製である。   FIG. 1 is a perspective view showing a part of an elastic main body 10A which is a component of a sealing material for joint water sealing according to the present invention. The elastic body 10A is made of, for example, chlorobrene rubber, ethylene propylene copolymer (EPM) or ethylene propylene terpolymer (EPDM).

細長い形状の弾性本体10Aは横断面が略矩形状を呈しており、側面に長手方向へ延伸する複数本の止水リブ11が並列して形成されている。更に弾性本体10Aには、底面12に開口し長手方向に延伸する横断面略矩形の拡幅材収容溝13が形成されている。   The elongated elastic body 10A has a substantially rectangular cross section, and a plurality of water-stopping ribs 11 extending in the longitudinal direction are formed in parallel on the side surface. Further, the elastic main body 10A is formed with a widening material accommodation groove 13 having a substantially rectangular cross section that opens in the bottom surface 12 and extends in the longitudinal direction.

図2は、本発明による目地止水用シール材の構成要素である拡幅材20Aの一部を斜視図にて示している。この拡幅材20Aの横断面は略矩形状を呈し、幅寸法は拡幅材収容溝13の幅寸法より僅かに小さく、また高さ寸法は拡幅材収容溝13の深さ寸法よりも幾分大きくなされている。   FIG. 2 is a perspective view showing a part of the widening material 20A, which is a component of the sealing material for joint water sealing according to the present invention. The cross-section of the widening material 20A is substantially rectangular, the width dimension is slightly smaller than the width dimension of the widening material accommodation groove 13, and the height dimension is somewhat larger than the depth dimension of the widening material accommodation groove 13. ing.

拡幅材20Aは基本的に水膨張性ゴムを材料として製作されるが、全体を水膨張性ゴムにて製作する場合の他に、水膨張性ゴムと通常のゴムとを組み合わせて製作してもよい。例えば、拡幅材20Aを高さ方向に上部と下部に分け、上部を水膨張性ゴム、下部を普通のゴムで形成してもよく、或いは高さ方向に3層とし、上層と下層を普通のゴムで形成し、中間層を上下層よりも比較的厚みのある水膨張性ゴムで形成してもよい。   The widening material 20A is basically manufactured using water-expandable rubber as a material. However, the widening material 20A may be manufactured using a combination of water-expandable rubber and normal rubber in addition to the case of manufacturing the entirety with water-expandable rubber. Good. For example, the widening material 20A may be divided into an upper part and a lower part in the height direction, the upper part may be formed of water-expandable rubber, and the lower part may be formed of ordinary rubber. It may be formed of rubber, and the intermediate layer may be formed of water-expandable rubber that is relatively thicker than the upper and lower layers.

水膨張性ゴムは極めて長期安定で耐加水分解性を有するポリエーテル型ポリウレタンエラストマーであることが好ましい。水膨張性ゴムの膨張係数や厚みは弾性本体10Aの寸法に基づいて計算により最適なものを選択することができる。水膨張性ゴムの水膨張によって得られるべき弾性本体10Aと目地溝側面との間の接触圧の目安は、良好な止水作用をもたらすものとして、0.2〜0.5MPa程度である。   The water-swellable rubber is preferably a polyether-type polyurethane elastomer that is extremely long-term stable and resistant to hydrolysis. The optimum expansion coefficient and thickness of the water-expandable rubber can be selected by calculation based on the dimensions of the elastic body 10A. The standard of the contact pressure between the elastic main body 10A to be obtained by the water expansion of the water-expandable rubber and the side surface of the joint groove is about 0.2 to 0.5 MPa as providing a good water stop action.

拡幅材20Aは、それ自体で所期の作用をもたらすが、図2は拡幅材20Aの膨張作用が更に有効に働くように工夫した実施形態を示している。拡幅材20Aは、以下の説明から明らかなように、実地の作用状態において、拡幅材収容溝13の底部13aに対向する頭頂面と、目地溝102の底部102aに対向する底端面とを有するものであるが、これら頭頂面と底端面には図示のようにそれぞれ押え板21,22が当接され、これら両押え板は、拡幅材20Aの両側部において、拡幅材長手方向に対して直交する方向に延伸し所定の間隔を置いて配列された線材23によって相互間の間隔が一定に維持されるように連結されている。   Although the widening member 20A itself provides the desired action, FIG. 2 shows an embodiment in which the expansion action of the widening member 20A works more effectively. As will be apparent from the following description, the widening member 20A has a top surface facing the bottom portion 13a of the widening member accommodation groove 13 and a bottom end surface facing the bottom portion 102a of the joint groove 102 in the actual action state. However, as shown in the figure, presser plates 21 and 22 are brought into contact with the top surface and the bottom end surface, respectively, and these presser plates are orthogonal to the longitudinal direction of the widening material on both sides of the widening material 20A. The wires 23 are stretched in the direction and arranged at predetermined intervals so that the distance between them is maintained constant.

上記の押え板21,22はステンレス鋼などの腐食しにくい金属、或いはプラスチック材料にて製作され、上記線材は耐腐蝕性の針金などが用いられる。しかしながら、その他の材料で製作された押え板及び線材であってもよい。押え板21,22の厚さは、同押え板が拡幅材20Aの屈曲に従って同様に変形し得るよう、できる限り小寸法になされる。線材23の太さ及び線材間の間隔は、拡幅材20Aの側方への水膨張を阻害しないように選択される。   The presser plates 21 and 22 are made of a corrosion-resistant metal such as stainless steel or a plastic material, and the wire is made of a corrosion-resistant wire. However, presser plates and wires made of other materials may be used. The thickness of the presser plates 21 and 22 is made as small as possible so that the presser plates can be similarly deformed according to the bending of the widening member 20A. The thickness of the wire rod 23 and the interval between the wire rods are selected so as not to inhibit the lateral expansion of the widening member 20A.

図3は、本発明による目地止水用シール材の他の実施形態を示している。図は、このシール材の弾性本体10Bと、この弾性本体の拡幅材収容溝13b内に収容した拡幅材20Bとを横断面で示しており、図から明らかなように、拡幅材収容溝13bは口元から底部に向かって溝幅が漸増した形状、即ち収容溝13bの溝側面が底部に向かって末広がりになっているテーパー状を呈し、拡幅材20Bは収容溝13bと略相似する形状を有している。   FIG. 3 shows another embodiment of the sealing material for joint sealing water according to the present invention. The figure shows a cross section of the elastic body 10B of the sealing material and the widening material 20B accommodated in the widening material accommodation groove 13b of the elastic body. As is clear from the figure, the widening material accommodation groove 13b is shown in FIG. The groove width gradually increases from the mouth toward the bottom, that is, the groove side surface of the receiving groove 13b has a taper shape that widens toward the bottom, and the widening member 20B has a shape substantially similar to the receiving groove 13b. ing.

弾性本体10B及び拡幅材20Bの製作材料は上記10A,20Aのものと同様であり、弾性本体10Bには同様にリブ11が形成され、また、拡幅材20Bは上記したものと同様に層状に形成してもよい。更に、上記と同様に、押え板と線材によって高さ方向の膨張を抑制するようにしてもよい。   The elastic body 10B and the widening material 20B are made of the same material as those of the above-mentioned 10A and 20A, the rib 11 is formed on the elastic body 10B in the same manner, and the widening material 20B is formed in a layered manner as described above. May be. Further, similarly to the above, the expansion in the height direction may be suppressed by the presser plate and the wire.

この実施形態によれば、一様な幅寸法を有する図2に示すような拡幅材20Aと比較して、幅方向への水膨張の度合いが大きくなり、結果として目地溝側面に対する弾性本体10Bのより大きな接触圧がもたらされる。   According to this embodiment, the degree of water expansion in the width direction is increased as compared with the widening member 20A having a uniform width dimension as shown in FIG. Greater contact pressure is provided.

しかしながら、テーパー側面を有する収容溝13bと、図2に示すような一様な幅寸法を有する拡幅材20Aとの組み合わせによっても、所期の効果をもたらすことはできる。   However, the desired effect can also be brought about by a combination of the accommodating groove 13b having a tapered side surface and the widening member 20A having a uniform width as shown in FIG.

次に、図4〜図7を参照して、上記の止水用シール材を使用する目地止水方法について説明する。以下の説明は図1及び図2に示す止水用シール材10A、20Aを使用する場合についてのものであるが、図3に示す止水用シール材10B、20Bを使用する場合についても実質的に当て嵌まる。   Next, with reference to FIGS. 4-7, the joint water stop method using said sealing material for water stop is demonstrated. The following description is for the case of using the water sealing materials 10A and 20A shown in FIG. 1 and FIG. 2, but the case of using the water sealing materials 10B and 20B shown in FIG. Is true.

最初に、押え板21,22及び線材23によって拘束された拡幅材20Aが、水中に浸漬されるか或いは噴霧により表面的に水を含浸せしめられ、また、目地溝102の側面、または弾性本体10Aの側面(リブ部)、またはこれら側面の両方に接着剤が塗布される。接着剤としては、高弾性性能を有するエポキシ系接着剤あるいは特殊変性シリコン系エポキシ樹脂が用いられる。   First, the widening material 20A constrained by the presser plates 21 and 22 and the wire 23 is immersed in water or impregnated with water by spraying, and the side surface of the joint groove 102 or the elastic main body 10A. Adhesive is applied to the side surfaces (rib portions) of both sides or both of these side surfaces. As the adhesive, an epoxy adhesive having a high elastic performance or a specially modified silicon epoxy resin is used.

次に、弾性本体10Aの拡幅材収容溝13内に、押え板21,22及び線材23を装備した拡幅材20Aが部分的に或いは全体的に差し込まれ、このように拡幅材20Aを保持した弾性本体10Aは、図4の斜視図及び図5の拡大尺断面図に示すように、拡幅材20Aを内側にして目地溝102内へ端から順次差し込まれ、次いで軽い叩打作業などにより図6に示すように目地溝内に完全に嵌装される。弾性本体10Aを目地溝102内へ押し込む時点では拡幅材20Aの水膨張は開始しておらず、従って目地溝102内への弾性本体10の嵌入は圧入力を然程必要とせず極めて簡単に行うことができる。弾性本体10を目地溝102内へ押し込む際、目地溝側面に塗布された接着剤はリブ間の隙間に入り込む。   Next, the widening member 20A equipped with the presser plates 21 and 22 and the wire 23 is partially or wholly inserted into the widening member accommodation groove 13 of the elastic body 10A, and the elastic member 20A thus holds the widening member 20A. As shown in the perspective view of FIG. 4 and the enlarged scale sectional view of FIG. 5, the main body 10A is sequentially inserted from the end into the joint groove 102 with the widening member 20A inside, and then shown in FIG. Thus, it is completely fitted in the joint groove. When the elastic main body 10A is pushed into the joint groove 102, the water expansion of the widening member 20A has not started. Therefore, the insertion of the elastic main body 10 into the joint groove 102 is extremely simple without requiring any pressure input. be able to. When the elastic main body 10 is pushed into the joint groove 102, the adhesive applied to the side surface of the joint groove enters the gap between the ribs.

その後、拡幅材20Aの実質的な水膨張が始まり、その膨張は使用する水膨張ゴムの膨張係数に従って時間と共に進行するが、拡幅材20Aが押え板21,22及び線材23によって高さ方向、即ち目地溝102の深さ方向に拘束されていることにより、図7に示すように拡幅材20Aの水膨張は専ら側方へ向かって進行し、この側方への拡幅材20Aの膨張は弾性本体10Aの拡幅を促し、弾性本体側面のリブ11を目地溝102の側面に強圧する。このようにして目地溝側面に圧接されるリブ11と上記接着剤の作用により、目地の完璧な止水作用がもたらされ、その際、目地溝側面に多少の凹凸があったり、目地溝長手方向で目地溝幅寸法に場所毎に多少のばらつきや変動があったりしても、拡幅材の水膨張はそれらを補充ないし補填するように弾性本体10Aを拡幅させることができ、止水用シール材全長に亘る申し分のない止水効果が得られる。そして、押え板21,22及び線材23による拡幅材20Aの高さ方向又は目地溝深さ方向への膨張拘束によって、弾性本体10Aを目地溝102から押し出すような力の作用は全く発生せず、水膨張ゴムの機能を拡幅材として最大限に発揮させることができる。   Thereafter, substantial water expansion of the widening material 20A starts and the expansion proceeds with time according to the expansion coefficient of the water expansion rubber to be used. However, the widening material 20A is moved in the height direction by the press plates 21, 22 and the wire 23, that is, By being restrained in the depth direction of the joint groove 102, as shown in FIG. 7, the water expansion of the widening member 20A proceeds only to the side, and the expansion of the widening member 20A to the side is the elastic body. 10A widening is promoted, and the rib 11 on the side surface of the elastic body is strongly pressed against the side surface of the joint groove 102. In this way, the rib 11 pressed against the side surface of the joint groove and the above-described adhesive cause a perfect water-stopping action of the joint. At this time, there are some unevenness on the side surface of the joint groove, Even if there is some variation or fluctuation in the joint groove width dimension in each direction, the water expansion of the widening material can widen the elastic body 10A so as to replenish or supplement them, A perfect water-stopping effect is obtained over the entire length of the material. And by the expansion restraint in the height direction of the widening material 20A or the joint groove depth direction by the press plates 21, 22 and the wire 23, the action of force that pushes the elastic body 10A out of the joint groove 102 does not occur at all. The function of the water expansion rubber can be maximized as a widening material.

拡幅材20Aの膨張は亀裂101から侵入する水によって促進され或いは増長され、それによって止水効果が高められる。   The expansion of the widening material 20A is promoted or increased by water entering from the crack 101, thereby enhancing the water stop effect.

上記のようにして目地溝内に設置された本発明による止水用シール材は、図7に示すように、コンクリート構造物100に平滑な内表面をもたらす。   As shown in FIG. 7, the sealing material for water stop according to the present invention installed in the joint groove as described above brings a smooth inner surface to the concrete structure 100.

上記の止水用シール材嵌装工程において、弾性本体10Aの収容溝13に拡幅材20Aを差し込むに際して、拡幅材20Aの表面を湿潤させるものであるが、この湿潤による拡幅材20Aの必要な程度までの水膨張には時間がかかる。そこで、拡幅材20Aが確実に作用するまでの間、目地に初期的に止水作用をもたらしておくことが好ましい。   In the water sealing material fitting step, when the widening member 20A is inserted into the accommodation groove 13 of the elastic main body 10A, the surface of the widening member 20A is wetted. It takes time to expand the water. Therefore, it is preferable that a water-stopping action is initially provided to the joint until the widening member 20A acts reliably.

本発明による目地止水用シール材の構成要素としての弾性本体の部分的斜視図である。It is a fragmentary perspective view of the elastic main body as a component of the sealing material for joint sealing water by this invention. 本発明による目地止水用シール材の構成要素としての拡幅材をその付帯部材と共に示す部分的斜視図である。It is a fragmentary perspective view which shows the widening material as a component of the sealing material for joint sealing water by this invention with the incidental member. 本発明による他の目地止水用シール材の構成要素としての弾性本体および拡幅材の横断面図である。It is a cross-sectional view of an elastic main body and a widening material as components of another sealing material for joint water sealing according to the present invention. 図1および図2に示す目地止水用シール材をコンクリート構造物に形成した目地溝に嵌装する過程の一状況を示す斜視図である。It is a perspective view which shows one condition of the process of fitting the joint sealing water sealing material shown in FIG. 1 and FIG. 2 in the joint groove formed in the concrete structure. 図4の状況にある目地止水用シール材とコンクリート構造物の横断面図である。FIG. 5 is a cross-sectional view of a joint water sealing material and a concrete structure in the state of FIG. 4. 目地止水用シール材を目地溝に嵌装し終えた状態を示す、図5と同様の横断面図である。FIG. 6 is a cross-sectional view similar to FIG. 5, showing a state in which the joint sealing water sealing material has been fitted into the joint groove. 拡幅材が水膨張し、弾性本体を拡幅している状態を示す、図5と同様の横断面図である。FIG. 6 is a cross-sectional view similar to FIG. 5, showing a state in which the widening material is water-expanded and the elastic body is widened. 亀裂発生箇所に目地溝を形成したコンクリート構造物としてのトンネルを示す部分的斜視図である。It is a partial perspective view which shows the tunnel as a concrete structure which formed the joint groove in the crack generation | occurrence | production location.

符号の説明Explanation of symbols

10A,10B 弾性本体
11 リブ
12 底面
13,13b 拡幅材収容溝
20A,20B 拡幅材
21,22 押え板
23 線材
100 コンクリート構造物
101 亀裂
102 目地溝
10A, 10B Elastic body 11 Rib 12 Bottom surface 13, 13b Widening material accommodation groove 20A, 20B Widening material 21, 22 Holding plate 23 Wire material 100 Concrete structure 101 Crack 102 Joint groove

Claims (4)

コンクリート構造物の亀裂発生部を削って形成されるか、或いはコンクリート構造物セグメントの継ぎ目部に形成される目地溝に適用される目地止水用シール材であって、前記目地溝に嵌合するように形成される長尺の弾性本体と、この弾性本体の内部に形成された収容溝に収容され、前記弾性本体が前記目地溝に嵌め込まれた後、前記弾性本体の側面を前記目地溝の側面に圧接する作用をもたらす拡幅材とを有する目地止水用シール材において、
前記拡幅材収容溝は前記目地溝の底部に向かって開放する溝であり、
前記拡幅材はその一部又は全体が水膨潤材又は水膨張材にて形成され、
更に前記拡幅材はその大部分又は全体が前記拡幅材収容溝に嵌装される
ことを特徴とする目地止水用シール材。
A sealing material for joint water sealing applied to a joint groove formed by cutting a crack occurrence part of a concrete structure or formed at a joint part of a concrete structure segment, and fitted into the joint groove. The elastic body is housed in a housing groove formed inside the elastic body and the elastic body is fitted into the joint groove, and then the side surface of the elastic body is attached to the joint groove. In the sealing material for joint water-sealing having a widening material that brings the action of pressing against the side surface,
The widening material accommodation groove is a groove that opens toward the bottom of the joint groove,
A part or all of the widening material is formed of a water swelling material or a water swelling material,
Furthermore, the said widening material is fitted in the said widening material accommodation groove | channel most or the whole, The sealing material for joint water stop characterized by the above-mentioned.
前記拡幅材の一部又は全部が水膨張ゴム製であることを特徴とする請求項1に記載の目地止水用シール材。   The part or all of the said widening material is a product made from water expansion rubber, The sealing material for joint sealing water of Claim 1 characterized by the above-mentioned. 前記拡幅材は、前記拡幅材収容溝の底部に対向する頭頂面と、前記目地溝の底部に対向する底端面とにそれぞれ押え板が当接されており、
前記頭頂面と底端面の両押え板は、前記拡幅材の両側部において拡幅材延伸方向に対して略直交する方向に延びていて拡幅材延伸方向へ所定の間隔で配列された多数の線材により相互に連結され、この連結により両押え板間の間隔を広げる方向での拡幅材の膨張が拘束されることを特徴とする請求項1又は2に記載の目地止水用シール材。
In the widening material, presser plates are brought into contact with the top surface facing the bottom of the widening material accommodation groove and the bottom end surface facing the bottom of the joint groove,
Both top plates of the top surface and the bottom end surface extend in a direction substantially orthogonal to the widening material stretching direction on both sides of the widening material, and are formed by a large number of wires arranged at predetermined intervals in the widening material stretching direction. The joint material sealing seal material according to claim 1 or 2, wherein the joint material is connected to each other, and expansion of the widening member in a direction to widen a distance between the presser plates is constrained by the connection.
目地溝に嵌合するように形成され、拡幅材収容溝が長手方向に形成された長尺の弾性本体と、前記拡幅材収容溝に嵌装される水膨潤性又は水膨張性拡幅材とを有する目地止水用シール材を使用し、
前記拡幅材をその表面に水を付着させた状態で前記拡幅材収容溝に差し込み、
この弾性本体を、前記拡幅材収容溝内の拡幅材を目地溝底部に向けた状態で目地溝内に嵌入することを特徴とする目地止水方法。
A long elastic main body formed so as to fit into the joint groove and having a widening material accommodation groove formed in the longitudinal direction, and a water-swellable or water-expandable widening material fitted in the widening material accommodation groove. Use the sealing material for joint water sealing,
Inserting the widening material into the widening material accommodation groove with water attached to the surface,
A joint water-stopping method, wherein the elastic main body is fitted into a joint groove in a state where the widening material in the widening material accommodation groove faces the joint groove bottom.
JP2005234648A 2005-08-12 2005-08-12 Sealant for cutting off water from joint and method of cutting off water from joint Pending JP2007046415A (en)

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3031133A1 (en) * 2014-12-29 2016-07-01 Bouygues Travaux Publics WALL TUNNEL CONSISTING OF JUXTAPOSED TAPES, KIT AND METHOD FOR TURNING OFF A TUNNEL
KR102108976B1 (en) * 2019-02-22 2020-05-11 김기찬 Water stop plate
US11820559B2 (en) 2021-10-15 2023-11-21 Blackberry Limited Waterproof container

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3031133A1 (en) * 2014-12-29 2016-07-01 Bouygues Travaux Publics WALL TUNNEL CONSISTING OF JUXTAPOSED TAPES, KIT AND METHOD FOR TURNING OFF A TUNNEL
KR102108976B1 (en) * 2019-02-22 2020-05-11 김기찬 Water stop plate
US11820559B2 (en) 2021-10-15 2023-11-21 Blackberry Limited Waterproof container

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