JP2008045333A - Water stop material and water cut-off structure of elastic joint - Google Patents

Water stop material and water cut-off structure of elastic joint Download PDF

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JP2008045333A
JP2008045333A JP2006221843A JP2006221843A JP2008045333A JP 2008045333 A JP2008045333 A JP 2008045333A JP 2006221843 A JP2006221843 A JP 2006221843A JP 2006221843 A JP2006221843 A JP 2006221843A JP 2008045333 A JP2008045333 A JP 2008045333A
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waterproof
adhesive
elastic member
disposed
elastic
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Teruo Nakazawa
輝男 中沢
Yoshitsugu Koike
喜嗣 小池
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Bridgestone Corp
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Bridgestone Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water stop material which maintains a water stop property for a long period of time. <P>SOLUTION: The water stop material 10 is placed between the end side of a waterproof sheet 50 disposed on the outer periphery of a concrete underground structure 20 and the concrete underground structure 20 to prevent water infiltration from the end side of the waterproof sheet 50. The water stop material 10 has an adhesive elastic member 14 which is placed between the end side of the waterproof sheet 50 and the concrete underground structure 20 and extends in the direction of extension of the end of the waterproof sheet 50, and a harder elastic member 12 which is placed between the end side of the waterproof sheet 50 and the concrete underground structure 20 to be at least closer to the opposite side to the end of the waterproof sheet 50 than the adhesive elastic member 14, extends in the direction of extension of the end of the waterproof sheet 50, and has a hardness higher than that of the adhesive elastic member 14. This allows the water stop material 10 to maintain the water stop property for a long period. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、被防水体の外周に配置された防水部材と被防水体との間の止水性を確保するための止水材に関するものである。また、この止水材を用いて、コンクリート構造物を連結する弾性継手とその外周に配置される防水部材との間の止水性を確保する弾性継手の止水構造に関する。   The present invention relates to a water stop material for securing water stoppage between a waterproof member disposed on the outer periphery of a waterproof body and the waterproof body. Moreover, it is related with the water stop structure of the elastic joint which ensures the water stop between the elastic joint which connects a concrete structure, and the waterproof member arrange | positioned on the outer periphery using this water stop material.

地下道路や地下水路等の空間を得るために、地中に筒状のコンクリート構造物を構築する技術が知られている。この種のコンクリート構造物の構築方法としては、地表面から所定の深さまで掘り下げた溝を形成し、この溝の所定位置にコンクリート構造物を築造した後で、コンクリート構造物の上部から土砂を埋め戻し、地表面を元通り復旧する開削工法が広く用いられている。   In order to obtain spaces such as underground roads and underground waterways, a technique for constructing a cylindrical concrete structure in the ground is known. As a method for constructing this type of concrete structure, a groove dug down to a predetermined depth from the ground surface is formed, and after the concrete structure is built at a predetermined position of this groove, earth and sand are buried from the top of the concrete structure. The excavation method that returns and restores the ground surface is widely used.

また、地下に構築されるコンクリート構造物は、地下水等が内部に浸水するのを防止するために、コンクリート構造物の外壁、内壁及び壁面内の少なくとも一つに防水層を配置する防水工法が施されている。この防水工法の一つに、コンクリート構造物の外周を可撓性の防水シートで被覆する手法がある。この手法は防水性、作業性およびコスト面で他の手法よりも優れるため、コンクリート構造物の防水工法として推奨されている。   In addition, the concrete structure constructed underground has a waterproof construction method in which a waterproof layer is disposed on at least one of the outer wall, the inner wall, and the wall surface of the concrete structure in order to prevent underground water from entering the interior. Has been. As one of the waterproofing methods, there is a method of covering the outer periphery of a concrete structure with a flexible waterproof sheet. Since this method is superior to other methods in terms of waterproofness, workability and cost, it is recommended as a waterproofing method for concrete structures.

前述したように、コンクリート構造物の外周を防水シートで被覆する防水工法の場合には、被覆する防水シート同士を粘着性及び反発弾性に優れるブチルゴムテープを介して接着し、防水シートとその他の部材(ここでは、コンクリート構造物)とを同様にブチルゴムテープを介して接着することで、コンクリート構造物の外周を防水シートで被覆している。このブチルゴムテープを用いて防水シート同士及び防水シートとその他の部材とを接着する接着方法が特許文献1及び特許文献2に記載されている。
特開平7-189597号公報 特開2000-17236号公報
As described above, in the case of a waterproof construction method in which the outer periphery of a concrete structure is covered with a waterproof sheet, the waterproof sheets to be coated are bonded to each other via a butyl rubber tape excellent in adhesiveness and rebound resilience, and the waterproof sheet and other members (Here, the concrete structure) is similarly bonded via a butyl rubber tape, so that the outer periphery of the concrete structure is covered with a waterproof sheet. Patent Document 1 and Patent Document 2 describe a bonding method of bonding waterproof sheets and waterproof sheets and other members using this butyl rubber tape.
Japanese Unexamined Patent Publication No. 7-189597 JP 2000-17236 A

ところで、近年、筒状のコンクリート構造物の打継目に沿って、可撓性の継手を配設する施工方法が開発されている。この可撓性継手(弾性継手)は、地震等におけるコンクリート構造物の相対的な変位を吸収できる特徴を有している。一方、可撓性継手を用いた場合には、防水シートが可撓性継手の変位に追従できずに破損する虞があるため、防水シートの端部側を可撓性継手の端部側にブチルゴムテープを介して取付けている。   By the way, in recent years, a construction method has been developed in which a flexible joint is disposed along the joint of a cylindrical concrete structure. This flexible joint (elastic joint) has a feature that can absorb a relative displacement of a concrete structure in an earthquake or the like. On the other hand, when a flexible joint is used, the waterproof sheet may not be able to follow the displacement of the flexible joint and may be damaged. It is attached via butyl rubber tape.

しかしながら、開削工法によって前述したような可撓性継手を設けたコンクリート構造物を地下に構築した場合には、コンクリート構造物と溝壁との間に埋め戻された土砂が不陸な状態となりやすく、ブチルゴムテープは防水シートを介して不均一な面圧を受ける傾向がある。加えて、ブチルゴムは、可撓性継手と防水シートの端部との間に作用する水圧によって、コンクリート構造物側へと押し込まれる力を受ける。一般的にブチルゴムは適度な粘着性及び反発弾性を有しているため、不均一な面圧に追従しつつ、浸水を防ぐことができるが、長期的には前述した水圧によって形状が変化させられて、ブチルゴムテープと可撓性継手又は防水シートとの間に隙間が生じ、コンクリート構造物と防水シートとの間に浸水する問題がある。   However, when a concrete structure provided with a flexible joint as described above by the open-cut method is constructed underground, the earth and sand buried between the concrete structure and the groove wall tend to be in an unlanding state. Butyl rubber tape tends to be subjected to uneven surface pressure through the waterproof sheet. In addition, the butyl rubber receives a force that is pushed into the concrete structure side by water pressure acting between the flexible joint and the end of the waterproof sheet. In general, butyl rubber has moderate adhesiveness and rebound resilience, so that it can prevent inundation while following uneven surface pressure. Thus, there is a problem that a gap is generated between the butyl rubber tape and the flexible joint or the waterproof sheet, and the concrete structure and the waterproof sheet are submerged.

本発明の目的は、上記事実を考慮して、長期にわたって止水性を確保する止水材を提供することを目的とする。また、この止水材を適用した弾性継手の止水構造を提供することを目的とする。   An object of the present invention is to provide a waterstop material that ensures waterstop over a long period of time in consideration of the above facts. Moreover, it aims at providing the water stop structure of the elastic joint which applied this water stop material.

上記目的を達成するために本発明の請求項1に係る止水材は、被防水体の外周に配置された防水部材の端部側と前記被防水体との間に配置されて、前記防水部材の端部側からの浸水を防ぐ止水材であって、前記防水部材の端部側と前記被防水体との間に配置され、前記防水部材の端部延在方向に延びる粘着性を有する粘着弾性部材と、前記防水部材の端部側と前記被防水体との間で且つ、前記粘着弾性部材よりも少なくとも前記防水部材の反端部側に配置され、前記防水部材の端部延在方向に延び、前記粘着弾性部材よりも高い硬度を有する硬弾性部材と、を備えることを特徴としている。   In order to achieve the above object, a waterproof material according to claim 1 of the present invention is disposed between an end side of a waterproof member disposed on an outer periphery of a waterproof body and the waterproof body, and is waterproof. A waterproofing material that prevents water from entering from the end side of the member, and is disposed between the end side of the waterproof member and the waterproof body, and has an adhesive property that extends in the end portion extending direction of the waterproof member. An adhesive elastic member, and disposed between the end side of the waterproof member and the waterproof body, and at least on the opposite end side of the waterproof member with respect to the adhesive elastic member. And a hard elastic member extending in the present direction and having a hardness higher than that of the adhesive elastic member.

次に請求項1に記載の止水材の作用について説明する。
本請求項の止水材では、防水部材の端部側と被防水体との間に粘着弾性部材と硬弾性部材とが配置されている。例えば、防水部材の端部側を介して粘着弾性部材及び硬弾性部材が外部から不均一な面圧を受けて防水部材及び被防水体に密着配置された状態で、防水部材の端部側から反端部側へ粘着弾性部材に水圧が作用した場合には、防水部材と被防水体とに密着配置された粘着性を有する粘着弾性部材が防水部材と被防水体との間への浸水を防止する。また、粘着弾性部材は、水圧によって防水部材の反端部側へ押し込まれる力を受けるが、防水部材と被防水体と硬弾性部材とによって拘束されているため、粘着弾性部材の形状が維持されて、長期にわたって防水部材と被防水体との間の止水性が確保される。
Next, the operation of the water stop material according to claim 1 will be described.
In the waterstop material according to the present invention, the adhesive elastic member and the hard elastic member are disposed between the end of the waterproof member and the waterproof body. For example, in a state where the adhesive elastic member and the hard elastic member are subjected to non-uniform surface pressure from the outside through the end side of the waterproof member and are in close contact with the waterproof member and the waterproof body, from the end side of the waterproof member When water pressure acts on the adhesive elastic member to the opposite end side, the adhesive elastic member having adhesiveness arranged in close contact with the waterproof member and the waterproof body causes water to enter between the waterproof member and the waterproof body. To prevent. In addition, the adhesive elastic member receives a force pushed to the opposite end side of the waterproof member by water pressure, but is restrained by the waterproof member, the waterproof body, and the hard elastic member, so that the shape of the adhesive elastic member is maintained. Thus, the waterproofness between the waterproof member and the waterproof body is ensured over a long period of time.

本発明の請求項2に係る止水材は、請求項1に記載の止水材において、前記防水部材の端部側と前記被防水体との間で且つ、前記粘着弾性部材よりも前記防水部材の端部側に配置され、前記防水部材の端部延在方向に延び、前記防水部材の端部側からの前記粘着弾性部材への異物の侵入を防ぐ異物侵入防止部材を有することを特徴としている。   The waterproof material according to claim 2 of the present invention is the waterproof material according to claim 1, wherein the waterproof material is between the end of the waterproof member and the waterproof body and more waterproof than the adhesive elastic member. It has a foreign matter intrusion prevention member that is disposed on the end side of the member, extends in the end portion extending direction of the waterproof member, and prevents foreign matter from entering the adhesive elastic member from the end side of the waterproof member. It is said.

次に請求項2に記載の止水材の作用について説明する。
本請求項の止水材では、粘着弾性部材よりも防水部材の端部側に、防水部材の端部側からの粘着弾性部材への異物の侵入を防ぐ異物侵入防止部材が配置されている。例えば、防水部材の端部側を介して異物侵入防止部材が外部から不均一な面圧を受けて防水部材及び被防水体に密着配置された状態であれば、防水部材の端部側から異物が粘着弾性部材へ侵入するのを防ぐことができる。
Next, the operation of the water stop material according to claim 2 will be described.
In the waterstop material according to the present invention, a foreign matter intrusion preventing member that prevents foreign matter from entering the adhesive elastic member from the end portion side of the waterproof member is disposed closer to the end portion side of the waterproof member than the adhesive elastic member. For example, if the foreign matter intrusion prevention member receives a non-uniform surface pressure from the outside through the end side of the waterproof member and is in close contact with the waterproof member and the waterproof body, the foreign matter from the end side of the waterproof member Can be prevented from entering the adhesive elastic member.

本発明の請求項3に係る止水材は、請求項1又は請求項2に記載の止水材において、前記硬弾性部材は、前記粘着弾性部材と前記被防水体との間から少なくとも前記防水部材の反端部側に延びるベース部と、前記粘着弾性部材の前記防水部材の反端部側に配置され、前記ベース部から防水部材側に延びる突起部と、を有することを特徴としている。   The water-stop material according to claim 3 of the present invention is the water-stop material according to claim 1 or 2, wherein the hard elastic member is at least the waterproof member between the adhesive elastic member and the waterproof body. It has a base part extended to the opposite end part side of a member, and a projection part arranged on the opposite end part side of the waterproof member of the adhesion elastic member, and extended from the base part to the waterproof member side.

次に、請求項3に記載の止水材の作用について説明する。
本請求項の止水材では、硬弾性部材がベース部と突起部とを有している。例えば、粘着弾性部材とベース部とが密着配置された状態であれば、現場施工時などに被防水体へ硬弾性部材を配置する作業のみで粘着弾性部材も配置できるため、現場作業効率が向上する。
Next, the operation of the water blocking material according to claim 3 will be described.
In the waterstop material of this claim, the hard elastic member has a base part and a projection part. For example, if the adhesive elastic member and the base part are in close contact with each other, the adhesive elastic member can be arranged only by placing the hard elastic member on the waterproof body at the time of construction on site, etc. To do.

本発明の請求項4に係る止水材は、請求項3に記載の止水材において、前記ベース部は、前記防水部材の端部側に延びて前記異物侵入防止部材と前記被防水体との間に配置されていることを特徴としている。   The waterstop material according to claim 4 of the present invention is the waterstop material according to claim 3, wherein the base portion extends to an end side of the waterproof member, and the foreign matter intrusion preventing member and the waterproof body are provided. It is characterized by being arranged between.

次に、請求項4に記載の止水材の作用について説明する。
本請求項の止水材では、ベース部が粘着弾性部材と被防水体との間から異物侵入防止部材と被防水体との間まで延長されている。例えば、粘着弾性部材及びベース部と、異物侵入防止部材及びベース部とが密着配置された状態であれば、現場施工時などに被防水体へ硬弾性部材を配置する作業のみで粘着弾性部材及び異物侵入防止部材も配置できるため現場作業効率がさらに向上する。
Next, the operation of the water blocking material according to claim 4 will be described.
In the waterstop material according to the present invention, the base portion extends from between the adhesive elastic member and the waterproof body to between the foreign matter intrusion prevention member and the waterproof body. For example, if the adhesive elastic member and the base part, and the foreign matter intrusion prevention member and the base part are in close contact with each other, the adhesive elastic member and Since the foreign substance intrusion prevention member can also be arranged, the work efficiency on the site is further improved.

本発明の請求項5に係る止水材は、請求項3又は請求項4に記載の止水材において、前記突起部は、前記粘着弾性部材の長手方向と直交する方向の断面を見て、防水部材側に向かって細くなっていることを特徴としている。   The water-stopping material according to claim 5 of the present invention is the water-stopping material according to claim 3 or claim 4, wherein the protrusion is viewed in a cross section in a direction perpendicular to the longitudinal direction of the adhesive elastic member. It is characterized by narrowing toward the waterproof member side.

次に、請求項5に記載の止水材の作用について説明する。
本請求では、粘着弾性部材の長手方向と直交する方向の断面において、突起部が防水部材側に向かって細くなっている。例えば、防水部材の端部側を介して突起部が外部から不均一な面圧を受けて防水部材に密着配置された場合に、前述した突起部の形状から、防水部材と突起部の防水部材側の端部との接地圧が高くなる(即ち、突起部が防水部材に食い込む)ため、防水部材と被防水体と硬弾性部材とによって粘着弾性部材を拘束する力が向上する。
Next, the effect | action of the water stop material of Claim 5 is demonstrated.
In the present invention, the protrusion is narrower toward the waterproof member in the cross section in the direction orthogonal to the longitudinal direction of the adhesive elastic member. For example, when the protrusion is subjected to non-uniform surface pressure from the outside via the end side of the waterproof member and is closely attached to the waterproof member, the waterproof member and the waterproof member of the protrusion from the shape of the protrusion described above Since the contact pressure with the end portion on the side increases (that is, the protrusion bites into the waterproof member), the force for restraining the adhesive elastic member by the waterproof member, the waterproof body, and the hard elastic member is improved.

本発明の請求項6に係る止水材は、請求項1乃至請求項5の何れか1項に記載の止水材において、少なくとも前記硬弾性部材の被防水体側に前記被防水体に接着可能な接着部材が配置されていることを特徴としている。   The waterproof material according to claim 6 of the present invention is the waterproof material according to any one of claims 1 to 5, and can be bonded to the waterproof body at least on the waterproof body side of the hard elastic member. An adhesive member is arranged.

次に、請求項6に記載の止水材の作用について説明する。
本請求項では、硬弾性部材の被防水体側に被防水体に接着可能な接着部材を配置している。従って、硬弾性部材を被防水体に取付ける作業が容易になる。
Next, the operation of the water blocking material according to claim 6 will be described.
In this claim, an adhesive member that can be bonded to the waterproof body is disposed on the waterproof body side of the hard elastic member. Therefore, the work of attaching the hard elastic member to the waterproof body is facilitated.

本発明の請求項7に係る弾性継手の止水構造は、対向するコンクリート構造物の打継目に沿って配置され、前記コンクリート構造物の相対的な変位を吸収すると共に、前記コンクリート構造物を連結する弾性継手と、前記コンクリート構造物の外周及び前記弾性継手の端部側の外周に被覆され、外部からの浸水を防ぐ防水部材と、前記防水部材の端部側と前記弾性継手との間に密着して配置される請求項1乃至請求項6の何れか1項に記載の止水材と、を備えることを特徴としている。   The water stop structure of the elastic joint according to claim 7 of the present invention is disposed along the joint of the opposing concrete structure, absorbs the relative displacement of the concrete structure, and connects the concrete structure. An elastic joint that covers the outer periphery of the concrete structure and the outer periphery of the end of the elastic joint, and prevents water from entering from the outside, and between the end of the waterproof member and the elastic joint The water-stopping material according to any one of claims 1 to 6, which is disposed in close contact with each other.

次に、請求項7に記載の弾性継手の止水構造の作用について説明する。
本請求項では、コンクリート構造物の打継目に沿って弾性継手を配置し、コンクリート構造物の外周及び弾性継手の端部側の外周に防水部材を被覆し、この弾性継手とコンクリート構造物との間に前述した止水材を配置している。
従って、例えば、防水部材の端部側を介して粘着弾性部材及び硬弾性部材が外部から不均一な面圧を受けた状態で、防水部材の端部側から反端部側へ粘着弾性部材に水圧が作用した場合に、粘着弾性部材が防水部材とコンクリート構造物との間への浸水を防止する。また、このとき、粘着弾性部材は、水圧によって防水部材の反端部側へ押し込まれる力を受けるが、防水部材と弾性継手と硬弾性部材とによって拘束されるため、粘着弾性部材の形状が維持されて、長期にわたって弾性継手と防水部材との間の止水性が確保される。
Next, the operation of the water stop structure of the elastic joint according to claim 7 will be described.
In this claim, an elastic joint is disposed along the joint of the concrete structure, and a waterproof member is coated on the outer periphery of the concrete structure and the outer end of the elastic joint, and the elastic joint is connected to the concrete structure. The water stop material mentioned above is arranged in between.
Therefore, for example, in a state where the adhesive elastic member and the hard elastic member are subjected to nonuniform surface pressure from the outside via the end portion side of the waterproof member, the adhesive elastic member is changed from the end portion side to the opposite end portion side of the waterproof member. When water pressure acts, the adhesive elastic member prevents water from entering between the waterproof member and the concrete structure. At this time, the adhesive elastic member receives a force pushed to the opposite end side of the waterproof member by water pressure, but is restrained by the waterproof member, the elastic joint, and the hard elastic member, so that the shape of the adhesive elastic member is maintained. Thus, the waterproofness between the elastic joint and the waterproof member is ensured over a long period of time.

本発明の請求項8に係る弾性継手の止水構造は、請求項7に記載の弾性継手の止水構造において、前記弾性継手は、前記止水材の配置位置に前記止水材を嵌入可能な凹部を備えることを特徴としている。   The water stop structure of the elastic joint according to claim 8 of the present invention is the water stop structure of the elastic joint according to claim 7, wherein the elastic joint can fit the water stop material at a position where the water stop material is disposed. It is characterized by providing a concave portion.

次に、請求項8に記載の弾性継手の止水構造の作用について説明する。
本請求項では、弾性継手の止水材の配置位置にあらかじめ止水材を嵌入可能な凹部を形成している。従って、弾性継手に止水材を配置する作業が容易になると共に、止水材の配置位置に確実に配置することができる。
Next, the operation of the water stop structure of the elastic joint according to claim 8 will be described.
In this claim, the recessed part which can fit a water stop material in advance in the arrangement position of the water stop material of an elastic joint is formed. Therefore, the work of arranging the water-stopping material on the elastic joint is facilitated, and the water-stopping material can be reliably arranged at the position where the water-stopping material is arranged.

本発明の止水材は、長期にわたって止水性が確保される。また、本発明の弾性継手の止水構造は、長期にわたって弾性継手と防水部材との間の止水性が確保される。   The water-stopping material of the present invention ensures water-stopping properties over a long period of time. Moreover, the water stop structure of the elastic joint of the present invention ensures the water stop between the elastic joint and the waterproof member over a long period of time.

[第1の実施形態]
(構成)次に、本発明の止水材を適用して弾性継手と防水部材との止水性を確保する弾性継手の止水構造の第1実施形態について図1乃至図4にしたがって説明する。
[First Embodiment]
(Configuration) Next, a first embodiment of a water stop structure of an elastic joint that secures water stoppage between the elastic joint and the waterproof member by applying the water stop material of the present invention will be described with reference to FIGS.

(コンクリート地下構造物)
図1に示されるように、地表面66から所定の深さに筒状のコンクリート地下構造物20が構築されている。これらのコンクリート地下構造物としては、所謂ボックスカルバートや暗渠等があり、主に、車道、鉄道、水路、通路及びケーブル等の配線路等に用いられている。このコンクリート地下構造物20は長手方向(矢印L方向)と直交する方向(幅方向:矢印W方向)の断面で見て、外形及び内形が略四角形状とされている。なお、断面の外形及び内形は、角部が面取りされていても良く、外形及び内形が前述した形状以外(例えば、円形、楕円形及び多角形等)であっても良いものとする。
(Concrete underground structure)
As shown in FIG. 1, a cylindrical concrete underground structure 20 is constructed at a predetermined depth from the ground surface 66. These concrete underground structures include so-called box culverts, underdrains, and the like, which are mainly used for roadways, railways, waterways, passages, wiring paths such as cables, and the like. The concrete underground structure 20 has a substantially rectangular outer shape and inner shape when viewed in a cross section in a direction (width direction: arrow W direction) perpendicular to the longitudinal direction (arrow L direction). The outer shape and inner shape of the cross section may be chamfered at the corners, and the outer shape and inner shape may be other than the shapes described above (for example, a circle, an ellipse, a polygon, etc.).

このコンクリート地下構造物20は、あらかじめ成型しておいた所定の長さの筒状のコンクリート構造物20Aを現場で順次連結して築造される構成であっても良く、現場にて型枠内にコンクリートを打設して所定長さのコンクリート構造物20Aを成型し、これらを順次連結して築造される構成であっても良いものとする。通常、これらの施工方法はコンクリート地下構造物20の大きさによって使い分けられている。なお、本実施形態のコンクリート構造物20Aは、現場でコンクリートを打設して成型されたものとしている。   The concrete underground structure 20 may be constructed by sequentially connecting a cylindrical concrete structure 20A having a predetermined length, which has been molded in advance, in the field, and in the formwork at the field. It may be configured such that concrete is cast, a concrete structure 20A having a predetermined length is molded, and these are sequentially connected and built. Usually, these construction methods are properly used depending on the size of the concrete underground structure 20. Note that the concrete structure 20A of the present embodiment is formed by casting concrete on site.

(弾性継手)
図2に示されるように、対向するコンクリート構造物20Aの打継目20Bに沿って帯状の弾性継手30が配設されている。なお、図2は、コンクリート地下構造物20を鉛直方向(矢印V方向)から見た断面図である。この弾性継手30はコンクリート構造物20Aの外表面に配置され、内側が中空部32Aとなる逆台形のバルブ32と、このバルブ32の底辺32Bから矢印Lの両方向に向かって延びる翼部34と、両側の翼部34から反防水部材側に延びる突起部36と、この突起部36の先端側に設けられる断面台形の膨出部38とを有している。
(Elastic joint)
As shown in FIG. 2, a band-shaped elastic joint 30 is disposed along the joint 20 </ b> B of the opposing concrete structure 20 </ b> A. In addition, FIG. 2 is sectional drawing which looked at the concrete underground structure 20 from the perpendicular direction (arrow V direction). The elastic joint 30 is disposed on the outer surface of the concrete structure 20A, and an inverted trapezoidal valve 32 having a hollow portion 32A on the inner side, and a wing portion 34 extending from the bottom 32B of the valve 32 in both directions of the arrow L, It has a projection 36 extending from the wings 34 on both sides to the anti-waterproof member side, and a bulging portion 38 having a trapezoidal cross section provided on the tip side of the projection 36.

なお、バルブ32の底辺32B及び翼部34は、コンクリート構造物20Aの外表面に対して一直線状となるように配置されている。また、バルブ32の上辺は、少なくとも打継目20B上に配置されている。さらにまた、突起部36及び膨出部38が、コンクリート構造物20Aに埋設されている。このため、コンクリート構造物20A同士が弾性継手30を介して連結される。ここで、コンクリート構造物20Aの打継目20Bが目開き(矢印L方向に開くこと)した場合に、弾性継手30は矢印L方向に伸びてコンクリート構造物20Aの相対変位を吸収し、コンクリート構造物20Aの打継目20Bが相対的に矢印W方向にずれた場合に、弾性継手30は矢印W方向に伸びてコンクリート構造物20Aの相対変位を吸収する。このとき、突起部36及び膨出部38がコンクリート構造物20Aからの抜け止め防止となる。   In addition, the base 32B and the wing | blade part 34 of the valve | bulb 32 are arrange | positioned so that it may become linear with respect to the outer surface of 20 A of concrete structures. Further, the upper side of the valve 32 is disposed at least on the joint 20B. Furthermore, the protrusion 36 and the bulging portion 38 are embedded in the concrete structure 20A. For this reason, the concrete structures 20 </ b> A are connected to each other through the elastic joint 30. Here, when the joint 20B of the concrete structure 20A opens (opens in the direction of the arrow L), the elastic joint 30 extends in the direction of the arrow L to absorb the relative displacement of the concrete structure 20A, and the concrete structure When the joint 20B of 20A is relatively displaced in the arrow W direction, the elastic joint 30 extends in the arrow W direction and absorbs the relative displacement of the concrete structure 20A. At this time, the protruding portion 36 and the bulging portion 38 are prevented from coming off from the concrete structure 20A.

また、弾性継手30とコンクリート構造物20Aとの界面から浸水が生じないように、翼部34とコンクリート構造物20Aとの界面にコンクリート構造物20Aとの接着性に優れる非加硫ブチルゴム40を取付けることが好ましい。なお、この非加硫ブチルゴム40は、突起部36とコンクリート構造物20Aとの界面や、膨出部38とコンクリート構造物20Aとの界面に取付けることでさらに弾性継手30とコンクリート構造物20Aとの界面における止水性が向上する。
なお、本実施形態の弾性継手30は、クロロプレンゴムによって形成する構成とするが、この構成に限定される必要は無いものとする。
Further, the non-vulcanized butyl rubber 40 having excellent adhesiveness with the concrete structure 20A is attached to the interface between the wing portion 34 and the concrete structure 20A so that water is not generated from the interface between the elastic joint 30 and the concrete structure 20A. It is preferable. The non-vulcanized butyl rubber 40 is attached to the interface between the protruding portion 36 and the concrete structure 20A or the interface between the bulging portion 38 and the concrete structure 20A, thereby further connecting the elastic joint 30 and the concrete structure 20A. Water stoppage at the interface is improved.
In addition, although the elastic coupling 30 of this embodiment is set as the structure formed with chloroprene rubber, it shall not be limited to this structure.

(防水シート)
図2に示されるように、コンクリート地下構造物20の外周には防水性に優れる防水シート50が被覆されている。この防水シート50は、一方の弾性継手30の翼部34の端部側から他方の弾性継手30の翼部34の端部側までの長さを有し、この防水シート50の端部側が、止水材10を介して弾性継手30の翼部34の端部側に固着されている。
また、この防水シート50の材質としては、EVA(エチレン−酢酸ビニル共重合体)及びウレタン等を用いることが好ましい。なお、本実施形態の防水シート50はEVAから形成されている。
(Waterproof sheet)
As shown in FIG. 2, the outer periphery of the concrete underground structure 20 is covered with a waterproof sheet 50 having excellent waterproof properties. The waterproof sheet 50 has a length from the end side of the wing part 34 of one elastic joint 30 to the end side of the wing part 34 of the other elastic joint 30, and the end side of the waterproof sheet 50 is The elastic joint 30 is fixed to the end portion side of the elastic joint 30 through the water blocking material 10.
Moreover, as a material of this waterproof sheet 50, it is preferable to use EVA (ethylene-vinyl acetate copolymer), urethane, or the like. In addition, the waterproof sheet 50 of this embodiment is formed from EVA.

(止水材)
図3に示されるように、防水シート50の端部側と弾性継手30の端部側との間には、帯状の止水材10が配置されている。この止水材10は、防水シート50の端部50Aの延在方向に延びる硬弾性部材12と、硬弾性部材12の防水シート側の表面に配置されて、端部50Aの端部方向に沿って延びる粘着弾性部材14及び異物侵入防止部材16と、から構成されている。
(Waterproof material)
As shown in FIG. 3, a band-shaped waterstop material 10 is disposed between the end portion side of the waterproof sheet 50 and the end portion side of the elastic joint 30. The water blocking material 10 is disposed on the hard elastic member 12 extending in the extending direction of the end portion 50A of the waterproof sheet 50, and on the surface of the hard elastic member 12 on the waterproof sheet side, and extends along the end direction of the end portion 50A. And an adhesive elastic member 14 that extends and a foreign matter intrusion prevention member 16.

この硬弾性部材12は、ベース部12Aと突起部12Bとから構成され、粘着弾性部材14及び異物侵入防止部材16は、このベース部12Aの表面に配置されている。突起部12Bは、ベース部12Aから防水シート側に延び、硬弾性部材12の長手方向と直交する方向の断面で見て、ベース部12Aから防水シート側で幅が細くなっている。なお、本実施形態の突起部12Bは、断面三角形状であるが、この構成に限定される必要はなく、断面が半円形状、断面が多角形状であっても良いものとする。また、本実施形態では、この突起部12Bが所定の間隔を開けて2箇所に設けられている。さらに、硬弾性部材12の硬度は粘着弾性部材14の硬度よりも高く設定されている。さらにまた、この硬弾性部材12の材質としては、CR、SBR、NBR、NR、EPDM、合成ゴム、またはそれらを混合した硬さが40〜65、伸びが500%以上、引張り強さが2.5Mpa以上の加硫ゴムを用いることが好ましい。また、前述した硬弾性部材12の材質以外にも、ゴム弾性を有する熱可塑性樹脂を成分とする硬さが40〜65、伸びが500%以上、引張り強さが1.5Mpa以上の成型品を用いても良いものとする。なお、本実施形態の硬弾性部材12はSBRから形成されている。   The hard elastic member 12 includes a base portion 12A and a protruding portion 12B, and the adhesive elastic member 14 and the foreign matter intrusion preventing member 16 are disposed on the surface of the base portion 12A. The protruding portion 12B extends from the base portion 12A to the waterproof sheet side, and has a width that is narrower from the base portion 12A to the waterproof sheet side when viewed in a cross section perpendicular to the longitudinal direction of the hard elastic member 12. In addition, although the projection part 12B of this embodiment is a cross-sectional triangle shape, it is not necessary to be limited to this structure, A cross section may be a semicircle shape and a cross section may be a polygonal shape. In the present embodiment, the protrusions 12B are provided at two positions with a predetermined interval. Further, the hardness of the hard elastic member 12 is set higher than the hardness of the adhesive elastic member 14. Furthermore, the material of the hard elastic member 12 is CR, SBR, NBR, NR, EPDM, synthetic rubber, or a mixed hardness of 40 to 65, an elongation of 500% or more, and a tensile strength of 2. It is preferable to use a vulcanized rubber of 5 Mpa or more. In addition to the material of the hard elastic member 12 described above, a molded product having a hardness of 40 to 65, an elongation of 500% or more, and a tensile strength of 1.5 Mpa or more containing a thermoplastic resin having rubber elasticity as a component. It may be used. In addition, the hard elastic member 12 of this embodiment is formed from SBR.

粘着弾性部材14は、突起部12Bよりも防水シート50の端部側のベース部12Aに密着配置されている。本実施形態のように突起部12Bが複数設けられる場合は、各突起部12Bに対応して粘着弾性部材14も設けられ、その配置は、常に防水シート50の端部側となる。また、粘着弾性部材14の材質としては、変成ブチルゴム、未加硫ブチルゴム、及びアスファルト、粘着剤を含有させた加硫、若しくは非加硫合成ゴムで、針入度が25〜65、伸びが800%以上の成型品を用いることが好ましい。なお、本実施形態の粘着弾性部材14は変成ブチルゴムから形成されている。   The adhesive elastic member 14 is disposed in close contact with the base portion 12A on the end side of the waterproof sheet 50 with respect to the protruding portion 12B. When a plurality of protrusions 12B are provided as in this embodiment, the adhesive elastic member 14 is also provided corresponding to each protrusion 12B, and the arrangement is always on the end side of the waterproof sheet 50. The material of the adhesive elastic member 14 is modified butyl rubber, unvulcanized butyl rubber, asphalt, vulcanized or non-vulcanized synthetic rubber containing an adhesive, and has a penetration of 25 to 65 and an elongation of 800. It is preferable to use a molded product of% or more. In addition, the adhesive elastic member 14 of this embodiment is formed from modified butyl rubber.

異物侵入防止部材16は、止水材10の最も防水シート50の端部側のベース部12Aに密着配置されている。異物侵入防止部材16は、粘着弾性部材14に土砂等が入り込むのを防止するため、材質としては、ポリエチレン、ポリスチレン、PV、EVA等の樹脂、及びEPDM,CR、SBR、NR等のゴムを原材料とした10〜25倍発泡体で、独立気泡構造の成型品を用いることが好ましい。なお、本実施形態の異物侵入防止部材16は10倍発泡されたポリエチレンから形成されている。   The foreign matter intrusion preventing member 16 is disposed in close contact with the base portion 12 </ b> A closest to the end of the waterproof sheet 50 of the water blocking material 10. The foreign matter intrusion prevention member 16 is made of a material such as polyethylene, polystyrene, PV, EVA, or the like and EPDM, CR, SBR, NR, or the like as a raw material in order to prevent dirt or the like from entering the adhesive elastic member 14. It is preferable to use a molded product having a closed cell structure with a 10 to 25-fold foam. In addition, the foreign material penetration | invasion prevention member 16 of this embodiment is formed from the polyethylene expanded 10 times.

さらにまた、ベース部12Aと弾性継手30との間に接着部材52が配置され、ベース部12Aと弾性継手30とを固着している。この接着部材52の材質としては、ブチルゴム等を用いることが好ましい。   Furthermore, an adhesive member 52 is disposed between the base portion 12A and the elastic joint 30 to fix the base portion 12A and the elastic joint 30 together. As a material of the adhesive member 52, butyl rubber or the like is preferably used.

また、ベース部12Aから防水シート側に延びる距離が、硬弾性部材12と異物侵入防止部材16とで同じに設定され、粘着弾性部材14は、これらの部材よりも該距離が短く設定されている。
そして、防水シート50の端部側は、突起部12B、粘着弾性部材14及び異物侵入防止部材16に押し付けられている。また、防水シート50と異物侵入防止部材16との間には接着部材54が配置され、防水シート50と異物侵入防止部材16とを固着している。この接着部材54の材質としては、ブチルゴム等を用いることが好ましい。
また、弾性継手30の翼部34の端部側には、凹部34Aが形成されている。この凹部34Aは、止水材10が嵌入可能な大きさを有している。
Further, the distance extending from the base portion 12A toward the waterproof sheet is set to be the same for the hard elastic member 12 and the foreign matter intrusion preventing member 16, and the adhesive elastic member 14 is set to be shorter than these members. .
The end side of the waterproof sheet 50 is pressed against the protrusion 12B, the adhesive elastic member 14, and the foreign matter intrusion prevention member 16. Further, an adhesive member 54 is disposed between the waterproof sheet 50 and the foreign matter intrusion preventing member 16, and the waterproof sheet 50 and the foreign matter intrusion preventing member 16 are fixed. As a material of the adhesive member 54, it is preferable to use butyl rubber or the like.
Further, a recessed portion 34 </ b> A is formed on the end side of the wing portion 34 of the elastic joint 30. The recessed portion 34A has a size that allows the waterstop material 10 to be inserted.

次に、このコンクリート地下構造物20の構築手順について簡単に説明する。
まず、図4に示されるように、コンクリート地下構造物20を構築する所定の深さまで地表面を掘り下げて溝60を形成する。このとき、溝壁が崩落しないように溝壁の内側にコンクリート製の山留壁62を形成することが好ましい。次に、この溝60の所定位置に型枠を配置し、型枠内にコンクリートを打設して所定長さのコンクリート構造物20Aを成型する。このとき、コンクリート構造物20Aの端部側に弾性継手30の一部を埋設しておくことでコンクリート乾燥後にコンクリート構造物20Aと弾性継手30とが一体的に形成される。そして、コンクリート構造物20Aと対向するように新たなコンクリート構造物20Aを成型する。このとき、弾性継手30の残りの部分を新たなコンクリート構造物20Aの端部側に埋設しておくことで、コンクリート乾燥後に、コンクリート構造物20A同士が連結される。コンクリート構造物20Aの連結は、上述した手順で順次施工される。また、弾性継手30は帯状に形成されているため、現場にて加硫を行って弾性継手30を繋いでいる。なお、弾性継手30は複数に分割されたものを現場で加硫して繋ぎ合わせても良いものとする。
Next, the construction procedure of the concrete underground structure 20 will be briefly described.
First, as shown in FIG. 4, the ground surface is dug down to a predetermined depth for constructing the concrete underground structure 20 to form a groove 60. At this time, it is preferable to form the concrete retaining wall 62 made of concrete inside the groove wall so that the groove wall does not collapse. Next, a mold frame is arranged at a predetermined position of the groove 60, and concrete is placed in the mold frame to mold a concrete structure 20A having a predetermined length. At this time, the concrete structure 20A and the elastic joint 30 are integrally formed after the concrete is dried by embedding a part of the elastic joint 30 on the end side of the concrete structure 20A. Then, a new concrete structure 20A is molded so as to face the concrete structure 20A. At this time, by embedding the remaining portion of the elastic joint 30 on the end side of the new concrete structure 20A, the concrete structures 20A are connected to each other after the concrete is dried. The connection of the concrete structure 20A is sequentially performed in the above-described procedure. Further, since the elastic joint 30 is formed in a band shape, the elastic joint 30 is connected by vulcanization at the site. It should be noted that the elastic joint 30 may be divided into a plurality of pieces and vulcanized and joined on site.

また、コンクリート構造物20Aが成型された後で、このコンクリート構造物20Aの外周に防水シート50を被覆する。このときコンクリート構造物20Aの端部側と弾性継手30との間に、弾性継手30の端部側に設けられた凹部34Aを目安として、止水材10を凹部34Aに嵌入させて取付ける。コンクリート地下構造物20を築造した後で、コンクリート地下構造物20の上部から土砂64を埋め戻して地表面を元通り復旧する。このようにして、地下にコンクリート地下構造物が構築される。   Further, after the concrete structure 20A is molded, the waterproof sheet 50 is covered on the outer periphery of the concrete structure 20A. At this time, between the end side of the concrete structure 20 </ b> A and the elastic joint 30, the waterstop material 10 is fitted into the recess 34 </ b> A and attached using the concave portion 34 </ b> A provided on the end side of the elastic joint 30 as a guide. After the concrete underground structure 20 is built, the earth and sand 64 is backfilled from the top of the concrete underground structure 20 to restore the ground surface to the original state. In this way, a concrete underground structure is constructed underground.

(作用)次に第1の実施形態の作用効果を説明する。
本実施形態のコンクリート地下構造物20は前述した手順で構築されているため、防水シート50の端部側を介して硬弾性部材12、粘着弾性部材14及び異物侵入防止部材16が、不陸な状態の埋め戻し土砂64から不均一な面圧を受ける。また、防水シート50の端部側から反端部側へ粘着弾性部材14に水圧が作用して粘着弾性部材14が水圧によって防水シート50の反端部側へ押し込まれる力を受けるが、粘着弾性部材14が防水シート50と弾性継手30と硬弾性部材12とによって拘束されるため、粘着弾性部材14の形状が維持されて防水シート50と弾性継手30との密着配置が維持される。このため、防水シート50の端部側からの浸水が止水される。従って、長期にわたって防水部材と被防水体との間の止水性が確保される。
(Operation) Next, the operation and effect of the first embodiment will be described.
Since the concrete underground structure 20 of the present embodiment is constructed according to the above-described procedure, the hard elastic member 12, the adhesive elastic member 14, and the foreign matter intrusion prevention member 16 are uneven due to the end side of the waterproof sheet 50. Uneven surface pressure is received from the backfilling soil 64 in the state. In addition, water pressure acts on the adhesive elastic member 14 from the end side of the waterproof sheet 50 to the opposite end side, and the adhesive elastic member 14 receives a force pushed into the opposite end side of the waterproof sheet 50 by water pressure. Since the member 14 is restrained by the waterproof sheet 50, the elastic joint 30, and the hard elastic member 12, the shape of the adhesive elastic member 14 is maintained, and the close contact arrangement between the waterproof sheet 50 and the elastic joint 30 is maintained. For this reason, the water immersion from the edge part side of the waterproof sheet 50 is stopped. Therefore, the waterproofness between the waterproof member and the waterproof body is ensured over a long period of time.

また、異物侵入防止部材16が防水シート50及び弾性継手30に密着配置されているため、防水シート50の端部側から異物が粘着弾性部材14へ侵入するのを防ぐことができる。これにより、土砂等が粘着弾性部材14内に混入することによる粘着弾性部材14の粘着力の低下を抑制できる。   In addition, since the foreign matter intrusion prevention member 16 is disposed in close contact with the waterproof sheet 50 and the elastic joint 30, foreign matter can be prevented from entering the adhesive elastic member 14 from the end side of the waterproof sheet 50. Thereby, the fall of the adhesive force of the adhesive elastic member 14 by mixing earth and sand etc. in the adhesive elastic member 14 can be suppressed.

さらに、粘着弾性部材14及びベース部12Aと、異物侵入防止部材16及びベース部12Aとが密着配置された状態であれば、現場施工時などに弾性継手30へ硬弾性部材12を配置する作業のみで粘着弾性部材14及び異物侵入防止部材16も配置できるため現場作業効率が向上する。   Furthermore, if the adhesive elastic member 14 and the base portion 12A and the foreign matter intrusion preventing member 16 and the base portion 12A are in close contact with each other, only the operation of placing the hard elastic member 12 on the elastic joint 30 at the time of construction on site or the like. Since the adhesive elastic member 14 and the foreign matter intrusion prevention member 16 can be disposed, the work efficiency on the site is improved.

さらにまた、粘着弾性部材14の長手方向と直交する方向の断面において、突起部12Bが防水部材側に向かって細くなっているため、防水シート50と突起部12Bの先端部との接地圧が高くなるため、防水シート50と弾性継手と硬弾性部材12とによって粘着弾性部材14を拘束する力が向上する。
また、硬弾性部材12の弾性継手側に弾性継手30に接着可能な接着部材52を配置している。従って、硬弾性部材12を弾性継手30に取付ける作業が容易になる。
さらに、弾性継手30の止水材10の配置位置にあらかじめ止水材10を嵌入可能な凹部34Aを形成したことで、弾性継手30に止水材10を配置する作業が容易になると共に、止水材10の配置位置に確実に配置することができる。
Furthermore, in the cross section in the direction orthogonal to the longitudinal direction of the adhesive elastic member 14, the protrusion 12B is narrowed toward the waterproof member, so that the ground pressure between the waterproof sheet 50 and the tip of the protrusion 12B is high. Therefore, the force which restrains the adhesion elastic member 14 by the waterproof sheet 50, an elastic joint, and the hard elastic member 12 improves.
An adhesive member 52 that can be bonded to the elastic joint 30 is disposed on the elastic joint side of the hard elastic member 12. Therefore, the work of attaching the hard elastic member 12 to the elastic joint 30 is facilitated.
Furthermore, by forming the recessed portion 34A into which the water blocking material 10 can be inserted in advance at the position where the water blocking material 10 of the elastic joint 30 is disposed, the operation of placing the water blocking material 10 on the elastic joint 30 is facilitated, and the It can arrange | position to the arrangement position of the water material 10 reliably.

[その他の実施形態]
第1の実施形態では、粘着弾性部材14及び突起部12Bを夫々2箇所に配置したが、1箇所に配置するだけでも、本発明の効果を得ることができ、2箇所以上配置すれば、さらに止水性が向上するため、第1の実施形態の構成に限定されずに、粘着弾性部材14及び突起部12Bを1乃至複数箇所に配置しても良いものとする。
また、第1の実施形態では、防水シート50は、コンクリート構造物20A及び弾性継手30の外周に被覆する構成としたが、この構成に限定される必要は無く、コンクリート構造物20A又は弾性継手30の外周の一部分のみに防水シート50が配置される構成であっても良く、この場合でも防水シート50の端部の延在方向に沿って止水材10を設けることで、防水シート50とコンクリート構造物20A又は弾性継手30との間に浸水が生じるのを止水することができる。
[Other Embodiments]
In the first embodiment, the adhesive elastic member 14 and the protruding portion 12B are arranged at two locations, respectively. However, the effect of the present invention can be obtained only by arranging at one location. Since the water-stopping property is improved, the adhesive elastic member 14 and the protruding portion 12B may be disposed at one or a plurality of locations without being limited to the configuration of the first embodiment.
In the first embodiment, the waterproof sheet 50 is configured to cover the outer periphery of the concrete structure 20A and the elastic joint 30. However, the waterproof sheet 50 is not limited to this configuration, and the concrete structure 20A or the elastic joint 30 is not limited thereto. The waterproof sheet 50 may be arranged only on a part of the outer periphery of the waterproof sheet 50. Even in this case, the waterproof sheet 50 and the concrete are provided by providing the water stop material 10 along the extending direction of the end of the waterproof sheet 50. It is possible to stop water from entering between the structure 20 </ b> A or the elastic joint 30.

第1の実施形態のコンクリート地下構造物を模式的に表した斜視図である。It is a perspective view showing typically the concrete underground structure of a 1st embodiment. 第1の実施形態のコンクリート地下構造物の打継目近傍を鉛直方向から見た部分断面図である。It is the fragmentary sectional view which looked at the jointing vicinity of the concrete underground structure of 1st Embodiment from the perpendicular direction. 図2の止水材近傍を拡大した部分拡大断面図である。FIG. 3 is a partial enlarged cross-sectional view in which the vicinity of a water blocking material in FIG. 2 is enlarged. コンクリート地下構造物を埋め戻す前の状態を表す部分断面斜視図である。It is a partial section perspective view showing the state before refilling a concrete underground structure.

符号の説明Explanation of symbols

10 止水材
12 硬弾性部材
12A ベース部
12B 突起部
14 粘着弾性部材
16 異物侵入防止部材
20A コンクリート構造物
20B 打継目
30 弾性継手
34A 凹部
50 防水シート(防水部材)
52 接着部材
DESCRIPTION OF SYMBOLS 10 Water stop material 12 Hard elastic member 12A Base part 12B Protrusion part 14 Adhesive elastic member 16 Foreign material intrusion prevention member 20A Concrete structure 20B Joint 30 Elastic joint 34A Concave part 50 Waterproof sheet (waterproof member)
52 Adhesive members

Claims (8)

被防水体の外周に配置された防水部材の端部側と前記被防水体との間に配置されて、前記防水部材の端部側からの浸水を防ぐ止水材であって、
前記防水部材の端部側と前記被防水体との間に配置され、前記防水部材の端部延在方向に延びる粘着性を有する粘着弾性部材と、
前記防水部材の端部側と前記被防水体との間で且つ、前記粘着弾性部材よりも少なくとも前記防水部材の反端部側に配置され、前記防水部材の端部延在方向に延び、前記粘着弾性部材よりも高い硬度を有する硬弾性部材と、
を備えることを特徴とする止水材。
A waterproofing material disposed between the end of the waterproof member disposed on the outer periphery of the waterproof body and the waterproof body to prevent inundation from the end of the waterproof member,
An adhesive elastic member disposed between the end side of the waterproof member and the waterproof body, and having an adhesive property extending in the end portion extending direction of the waterproof member;
Between the end side of the waterproof member and the waterproof body, and disposed at least on the opposite end side of the waterproof member than the adhesive elastic member, extends in the end portion extending direction of the waterproof member, A hard elastic member having a higher hardness than the adhesive elastic member;
A waterstop material characterized by comprising:
前記防水部材の端部側と前記被防水体との間で且つ、前記粘着弾性部材よりも前記防水部材の端部側に配置され、前記防水部材の端部延在方向に延び、前記防水部材の端部側からの前記粘着弾性部材への異物の侵入を防ぐ異物侵入防止部材を有することを特徴とする請求項1に記載の止水材。   The waterproof member is disposed between the end side of the waterproof member and the body to be waterproofed and closer to the end of the waterproof member than the adhesive elastic member, and extends in the direction in which the end of the waterproof member extends. The water-stopping material according to claim 1, further comprising a foreign matter intrusion prevention member that prevents foreign matter from entering the adhesive elastic member from the end side of the adhesive. 前記硬弾性部材は、前記粘着弾性部材と前記被防水体との間から少なくとも前記防水部材の反端部側に延びるベース部と、
前記粘着弾性部材の前記防水部材の反端部側に配置され、前記ベース部から防水部材側に延びる突起部と、
を有することを特徴とする請求項1又は請求項2に記載の止水材。
The hard elastic member includes a base portion extending at least on the opposite end side of the waterproof member from between the adhesive elastic member and the waterproof body;
A protruding portion that is disposed on the opposite end side of the waterproof member of the adhesive elastic member and extends from the base portion toward the waterproof member;
The water-stop material according to claim 1 or 2, wherein
前記ベース部は、前記防水部材の端部側に延びて前記異物侵入防止部材と前記被防水体との間に配置されていることを特徴とする請求項3に記載の止水材。   The water stop material according to claim 3, wherein the base portion extends toward an end of the waterproof member and is disposed between the foreign matter intrusion prevention member and the waterproof body. 前記突起部は、前記粘着弾性部材の長手方向と直交する方向の断面を見て、防水部材側に向かって細くなっていることを特徴とする請求項3又は請求項4に記載の止水材。   5. The waterstop material according to claim 3, wherein the protrusion portion is narrowed toward the waterproof member side when viewed in a cross section in a direction orthogonal to the longitudinal direction of the adhesive elastic member. . 少なくとも前記硬弾性部材の被防水体側に前記被防水体に接着可能な接着部材が配置されていることを特徴とする請求項1乃至請求項5の何れか1項に記載の止水材。   The waterstop material according to any one of claims 1 to 5, wherein an adhesive member capable of adhering to the waterproof body is disposed at least on the waterproof body side of the hard elastic member. 対向するコンクリート構造物の打継目に沿って配置され、前記コンクリート構造物の相対的な変位を吸収すると共に、前記コンクリート構造物を連結する弾性継手と、
前記コンクリート構造物の外周及び前記弾性継手の端部側の外周に被覆され、外部からの浸水を防ぐ防水部材と、
前記防水部材の端部側と前記弾性継手との間に密着して配置される請求項1乃至請求項6の何れか1項に記載の止水材と、
を備えることを特徴とする弾性継手の止水構造。
An elastic joint disposed along the joint of the opposing concrete structure to absorb relative displacement of the concrete structure and to connect the concrete structure;
A waterproof member that covers the outer periphery of the concrete structure and the outer periphery on the end side of the elastic joint, and prevents water from entering from the outside;
The water-stop material according to any one of claims 1 to 6, wherein the waterproof member is disposed in close contact between the end portion side of the waterproof member and the elastic joint.
A water stop structure for an elastic joint, comprising:
前記弾性継手は、前記止水材の配置位置に前記止水材を嵌入可能な凹部を備えることを特徴とする請求項7に記載の弾性継手の止水構造。

The said elastic coupling is provided with the recessed part which can insert the said water stop material in the arrangement position of the said water stop material, The water stop structure of the elastic joint of Claim 7 characterized by the above-mentioned.

JP2006221843A 2006-08-16 2006-08-16 Water stop material and water cut-off structure of elastic joint Pending JP2008045333A (en)

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CN103790182A (en) * 2014-02-12 2014-05-14 张朝利 Hydraulic engineering vertical water stop structure and manufacturing and construction method thereof
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JP2015113560A (en) * 2013-12-09 2015-06-22 アサヒゴム株式会社 Method and material for repairing repair part in water
CN103790182A (en) * 2014-02-12 2014-05-14 张朝利 Hydraulic engineering vertical water stop structure and manufacturing and construction method thereof
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CN103774699A (en) * 2014-03-02 2014-05-07 张朝利 Vertical water-stop structure for concrete engineering expansion joint as well as manufacturing and construction methods for same
CN104631389A (en) * 2014-03-02 2015-05-20 张朝利 Method for manufacturing vertical waterstop structure for expansion joints in concrete engineering
CN103774699B (en) * 2014-03-02 2015-07-15 福建九鼎建设集团有限公司 Vertical water-stop structure for concrete engineering expansion joint as well as manufacturing and construction methods for same
CN104480973A (en) * 2014-12-23 2015-04-01 江苏省水利建设工程有限公司 Copper sheet post-embedding type water stop construction method of underground waterproof project
CN104480973B (en) * 2014-12-23 2016-04-27 江苏省水利建设工程有限公司 Embedding copper sheet water stop construction method after underground waterproof engineering
JP2018066180A (en) * 2016-10-19 2018-04-26 株式会社ケー・エフ・シー Waterproof sheet spreading stand and laying method of waterproof sheet

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