JP4627729B2 - Joint method for water-stopping material having a hollow valve and water-stopping material - Google Patents

Joint method for water-stopping material having a hollow valve and water-stopping material Download PDF

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JP4627729B2
JP4627729B2 JP2006015158A JP2006015158A JP4627729B2 JP 4627729 B2 JP4627729 B2 JP 4627729B2 JP 2006015158 A JP2006015158 A JP 2006015158A JP 2006015158 A JP2006015158 A JP 2006015158A JP 4627729 B2 JP4627729 B2 JP 4627729B2
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water
hollow valve
joint
urethane foam
joint method
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輝男 中沢
仁 桐ケ谷
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Bridgestone Corp
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Description

本発明は、コンクリート構造物の打継目に沿って付設され、この打継目部分からの水の侵入を防ぎ、かつ耐震性能を付与した帯状の止水材に関するものであり、更に詳しくは、この種止水材のジョイント法及びこの止水材にかかるものである。   The present invention relates to a strip-shaped water stop material that is attached along the joint of a concrete structure, prevents water from entering from the joint, and provides seismic performance. The water-stopping material joint method and the water-stopping material are applied.

隣接するコンクリート構造物間の境界である打継目部分へ水が侵入すると、例えばトンネル、建築物等の内部に漏水が生じることになる。この漏水を防ぐ方法としてコンクリート構造物の打継目に沿って帯状の止水材を埋設する止水(防水)工法が採用されている(非特許文献1)。   When water enters a joint portion that is a boundary between adjacent concrete structures, water leaks inside, for example, a tunnel or a building. As a method for preventing this water leakage, a water stop (waterproof) construction method in which a band-like water stop material is embedded along the joint of the concrete structure is employed (Non-patent Document 1).

防水ジャーナル(1996年3月号85〜87頁)Waterproof Journal (March 1996, pages 85-87)

コンクリート構造物a、b中に埋設する止水工法としては伸縮性を付与した止水材Bがある。かかる止水材Bは、塩化ビニル、加硫ゴム等の弾性材料からなり、図1に示すように中央に伸縮性のバルブmとその左右に裾部nとしたものであり、裾部nには突起pを備えたものであり、裾部nをコンクリート構造物a、bの打設時に順次埋設してなるものである。   As a water stop construction method embedded in the concrete structures a and b, there is a water stop material B imparted with stretchability. The water-stopping material B is made of an elastic material such as vinyl chloride or vulcanized rubber, and has a stretchable valve m at the center and hems n on the left and right as shown in FIG. Is provided with a protrusion p, and a skirt n is sequentially embedded when the concrete structures a and b are placed.

また、コンクリート構造物a、bを打設した後の止水工法として止水材Aがある。かかる止水材Aは、止水材Bと同様に塩化ビニル、加硫ゴム等の弾性材料からなり、図1に示すようにコンクリート構造物a、bの打継目の目地cを跨いで取り付けられるもので、繊維補強層dが内蔵されたゴム部材eであって、中央に伸縮性のバルブfを構成し、その左右を裾部gとしたもので、この裾部gを押え部材hとボルトiで固定するものである。   Further, there is a water stop material A as a water stop construction method after placing the concrete structures a and b. The water-stopping material A is made of an elastic material such as vinyl chloride and vulcanized rubber like the water-stopping material B, and is attached across the joint c of the joints of the concrete structures a and b as shown in FIG. It is a rubber member e with a built-in fiber reinforcement layer d, comprising a stretchable valve f in the center and left and right hems g. The hem g is a holding member h and a bolt. It is fixed with i.

更に、本発明者等は止水材Aを改良した提案を既に行っている(特許文献1)。   Furthermore, the present inventors have already made a proposal for improving the water-stopping material A (Patent Document 1).

特願2005−044141号Japanese Patent Application No. 2005-044141

この提案の止水材Cの概要は、前記止水材Aと同様に用いられるもので、対向するコンクリート構造物a、bの打継目に沿って配置され、コンクリート構造物a、bの変位を吸収するバルブsと、当該対向するコンクリート構造物a、bの外面に当接され、前記バルブsの左右に形成された翼部tと、この対向するコンクリート構造物a、b中に埋設され、前記翼部tに形成された先端部に膨出部uを備えた突起vと、よりなるものである。   The outline of the proposed water-stopping material C is used in the same manner as the water-stopping material A, and is arranged along the joints of the opposing concrete structures a and b, and the displacement of the concrete structures a and b is determined. The valve s to be absorbed and the outer surfaces of the opposing concrete structures a and b are in contact with the wings t formed on the left and right sides of the valve s, and embedded in the opposing concrete structures a and b. And a protrusion v having a bulging portion u at a tip portion formed on the wing portion t.

止水材はゴム又はゴム様の可撓性を有する樹脂をもって一体としたものであり、押出成形によって長尺部材として製造されるものであるが、必ずしも完全に一体化されているものではなく、途中で接続したり、特にコンクリート構造物a、bのコ−ナ−部分では止水材も当該コ−ナ−に合致させて角度を付けておくのがよい。しかしながら、中空のバルブの止水材の場合には、中空部が潰れるために簡単にジョイントすることができない。そのため、中空部に中芯を入れてジョイント成型している。   The water stop material is an integral part of rubber or rubber-like flexible resin, and is manufactured as an elongated member by extrusion molding, but is not necessarily completely integrated, It is preferable that the water stop material is connected to the corner at an angle in the middle of the connection, particularly at the corners of the concrete structures a and b. However, in the case of a water stop material for a hollow valve, the hollow portion is crushed and cannot be easily jointed. Therefore, the core is inserted into the hollow portion and joint-molded.

ジョイント成型にあっては、ゴム加硫ジョイント及び接着材を用いる接着ジョイント法が取られ得るが、夫々バルブ部位が中空であるがために、ジョイントに課題がある。前者の方法にあっては、中芯としてゴム材を用いる場合と金属材を用いる場合がある。   In joint molding, an adhesive joint method using a rubber vulcanized joint and an adhesive can be used, but there are problems in the joint because each valve portion is hollow. In the former method, a rubber material or a metal material may be used as the core.

しかるに、ゴム系中芯を中空のバルブ内に入れてジョイントしてこのゴム系中芯をそのまま内包しておくと、施工後構造物の伸縮変形時にジョイント部に応力集中して好ましくない。又、金属中芯を中空バルブ内に入れてジョイントした場合、成型後にバルブを切開して金属中芯を取り出すこととなるが、この切開部を再度封止する必要があり、この封止の際にゴム板を当てて接着するが、中空であるがために十分に圧着できず接着不良が起こり、かつコストアップとなってしまうという欠点がある。一方、後者の接着材にてジョイントする場合には、用いられた中芯をそのまま内包しておくのでジョイント部に応力集中して好ましくないという欠点がある。   However, it is not preferable to place the rubber core in a hollow valve and joint it so that the rubber core is contained as it is because stress concentrates on the joint when the structure is stretched after construction. In addition, when a metal core is inserted into a hollow bulb and jointed, the valve is opened after molding and the metal core is taken out. However, it is necessary to seal the incision again. However, since it is hollow, there is a drawback in that it cannot be sufficiently crimped, resulting in poor adhesion and increased costs. On the other hand, in the case of jointing with the latter adhesive, there is a disadvantage that stress is concentrated on the joint part because the used core is included as it is.

本発明は上記したような止水材のバルブ部位を、閉鎖型の中空構造とした止水材の改良に関するものであり、特に止水材を接続して更に長尺に、或いは、止水材にコ−ナ−部を設けるジョイント法及びかかる止水材を提供するものである。   The present invention relates to an improvement of a water-stopping material in which the valve portion of the water-stopping material as described above has a closed hollow structure, and in particular, the water-stopping material is further connected to a longer or water-stopping material. The joint method which provides a corner part in this, and such a water stop material are provided.

本発明の第1の要旨は、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、コンクリート構造物の変位を吸収する中空バルブと、当該中空バルブの左右に形成され前記コンクリート構造物の外面に固定され又はこの中に埋設される翼部と、よりなる止水材のジョイント法であって、中空バルブの断面形状とほぼ合致させた硬質ウレタン系発泡体製の中芯をジョイントされる両止水材の端部の中空バルブ内に差し込み、かかる状態で両止水材の端部をゴム加硫又は接着材を用いて前記中芯を内包しつつ一体化してなることを特徴とする止水材のジョイント法を提供するものである。   The first gist of the present invention is a hollow valve disposed along a joint of opposing concrete structures and absorbing displacement of the concrete structure, and formed on the left and right sides of the hollow valve on the outer surface of the concrete structure. A joint method of a waterstop material comprising a fixed or embedded wing portion and a waterstop material, wherein both cores are joined together with a rigid urethane foam core that substantially matches the cross-sectional shape of the hollow valve. The water stop is characterized by being inserted into a hollow bulb at the end of the water material, and in such a state, the ends of both water stop materials are integrated while containing the core using rubber vulcanization or an adhesive. It provides a joint method for materials.

本発明の第2の要旨は、硬質ウレタン系発泡体をジョイント部のバルブ内に内包一体化してなる中空バルブを有する止水材にあって、当該硬質ウレタン系発泡体をバルブの外側より力を加えて崩壊させたことを特徴とする中空バルブを有する止水材を提供するものである。   The second gist of the present invention resides in a waterstop material having a hollow valve in which a rigid urethane foam is integrally incorporated in a valve of a joint part, and the hard urethane foam is applied with force from the outside of the valve. In addition, the present invention provides a waterstop material having a hollow valve characterized by being collapsed.

本発明の中空バルブを有する止水材のジョイント法にあっては、いかなるタイプの止水材についても適用可能であって、ジョイントの際の接着不良及びコストアップを解決するものであり、更に、中芯を内包したジョイントの際に問題となる応力集中をなくすことができるものである。   In the joint method of water-stopping material having a hollow valve of the present invention, it can be applied to any type of water-stopping material, and solves adhesion failure and cost increase at the time of joint, It is possible to eliminate stress concentration which becomes a problem in the joint including the center core.

即ち、これはジョイントの際に用いた中芯を従来では全く用いられていない極めて特殊な材質の中芯としたことによるものであり、成型後にこれを外側よりたたくことにより容易に崩壊させることが可能となったもので、これによって従来の欠点が全て解消できることとなったものである。   In other words, this is because the core used for the joint is made of a very special material that has never been used in the past, and can be easily disintegrated by tapping it from the outside after molding. This made it possible to eliminate all the conventional drawbacks.

さて、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、コンクリート構造物の変位を吸収する中空バルブと、当該中空バルブの左右に形成され前記コンクリート構造物の外面に固定され又はこの中に埋設される翼部と、よりなる止水材にあって、変位吸収のためのバルブを中央部に設けたものであり、バルブ両端に翼部を形成したものである。中央のバルブは中空部であり、変形時及び変形後も土砂等の侵入を防止するものである。   Now, a hollow valve that is arranged along the joint of the opposing concrete structure and absorbs the displacement of the concrete structure, and is formed on the left and right sides of the hollow valve and fixed to the outer surface of the concrete structure or embedded in the hollow valve In the waterstop material comprising the wing portion, the valve for displacement absorption is provided in the central portion, and the wing portion is formed at both ends of the valve. The central valve is a hollow portion that prevents intrusion of earth and sand during and after deformation.

本発明の第1の硬質ウレタン系発泡体をジョイント部のバルブ内に内包一体化してなる中空バルブを有する止水材にあって、当該硬質ウレタン系発泡体をバルブの外側より力を加えて崩壊させた中空バルブを有する止水材である。   In the water stop material which has the hollow valve formed by integrating the 1st rigid urethane type foam of this invention in the valve | bulb of a joint part, applying the force from the outside of a valve | bulb, the said rigid urethane type foam collapses It is a water stop material having a hollow valve.

本発明の第2の止水材のジョイント法にあっては、中空バルブの断面形状とほぼ合致させた硬質ウレタン系発泡体製の中芯をジョイントされる両止水材の端部の中空バルブ内に差し込み、かかる状態で両止水材の端部をゴム加硫又は接着材を用いて前記中芯を内包しつつ一体化してなるものであり、特に止水材の屈曲部の構成にあってはL字状中芯を用い、各直線部を止水材の端部の中空バルブ内に差し込み、屈曲部及び差し込まれた止水材の端部を囲むキャビティを形成し、かかるキャビティ内に未加硫ゴムを充填しこれを加硫して一体化した中空バルブを有する止水材のジョイント法である。   In the joint method of the second water-stopping material of the present invention, the hollow valve at the end of both water-stopping materials to which the inner core made of a rigid urethane foam substantially matched with the cross-sectional shape of the hollow valve is joined. In this state, the ends of both water-stopping materials are integrated with rubber vulcanization or using an adhesive to enclose the core, and is particularly suitable for the structure of the bent portion of the water-stopping material. The L-shaped core is used to insert each straight portion into the hollow valve at the end of the water-stopping material to form a cavity surrounding the bent portion and the end of the inserted water-stopping material. This is a joint method for a waterstop material having a hollow valve that is filled with unvulcanized rubber and vulcanized and integrated.

中芯としての硬質ウレタン系発泡体は、そのポリオ−ル成分が水ガラスを主成分とするポリオ−ルであり、ポリオ−ル成分とイソシアネ−ト成分がほぼ1:1である。そして、硬質ウレタン系発泡体の発泡倍率が4〜6、好ましくは、4.3〜5.3である。硬質ウレタン系発泡体中芯の形状はジョイント部になるところをシェル形状としたものであり、ジョイント成形後、硬質ウレタン系発泡体中芯はハンマ−等で粉砕することを特徴としたものである。上記の硬質ウレタン系発泡体中芯はハンマ−等で比較的容易に粉砕できるのでジョイント部の応力集中をなくし、中芯取り出しが不要になるため、接着不良、コストアップの問題が解決されるものである。硬質ウレタン系発泡体中芯のジョイント部断面形状をシェル形状にすることにより、加硫プレス面圧にも潰れることなく成型でき、容易な粉砕が可能となる。   The rigid urethane foam as the core is a polyol whose principal component is water glass, and the polyol component and isocyanate component are approximately 1: 1. The expansion ratio of the hard urethane foam is 4 to 6, preferably 4.3 to 5.3. The shape of the hard urethane foam core is a shell shape where it becomes a joint part, and after the joint molding, the hard urethane foam core is crushed with a hammer or the like. . The above-mentioned hard urethane foam core can be pulverized relatively easily with a hammer, etc., eliminating stress concentration at the joint and eliminating the need to remove the core, eliminating the problem of poor adhesion and increased costs. It is. By forming the cross-sectional shape of the joint portion of the hard urethane-based foam core into a shell shape, it can be molded without being crushed by the vulcanization press surface pressure, and can be easily pulverized.

特に、ポリオ−ルとして用いられる水ガラス系のものにあっては、発泡体の表面スキン層が硬く、かつ内部が脆弱な発泡体となるため、粉砕性が向上できたものとなる。   In particular, in the case of a water glass type used as a polyol, the surface skin layer of the foam is hard and the inside is a weak foam, so that the grindability can be improved.

配合組成の例は従来のウレタン発泡体、好ましくは硬質ウレタン発泡体に用いられるものであり、ポリオ−ルとしては、ポリエ−テル、ポリエステル、水ガラス系ポリオ−ル等の短鎖多官能で水酸基範囲は350〜550程度である。イソシアネ−トはTDIプレポリマ−、クル−ドTDI、ポリメリックMDI、変性MDI、イソシアムレ−ト等が使用できる。尚、シリコ−ン等の整泡剤、アミン系等の触媒、フロンや水等の発泡材、充填材、その他の副資材等は従来より一般に硬質ウレタンの製造に使用されているものが用いられる。   Examples of blending compositions are those used in conventional urethane foams, preferably rigid urethane foams. Polyols are short-chain polyfunctional hydroxyl groups such as polyethers, polyesters, and water glass-based polyols. The range is about 350 to 550. As the isocyanate, TDI prepolymer, crude TDI, polymeric MDI, modified MDI, isocyanate and the like can be used. In addition, foam stabilizers such as silicone, amine-based catalysts, foams such as chlorofluorocarbon and water, fillers, other auxiliary materials, and the like that are conventionally used in the production of rigid urethane are used. .

本発明の止水材はゴム又はゴム様の可撓性を有する樹脂をもって形成したものであり、通常は押出成形によって長尺部材として製造されるものである。尚、翼部表面には止水性を確実にするためにコンクリート構造物との付着性に優れる非加硫ブチルゴムを取り付けることができる。   The waterstop material of the present invention is formed of rubber or rubber-like flexible resin, and is usually manufactured as an elongated member by extrusion molding. Note that non-vulcanized butyl rubber having excellent adhesion to a concrete structure can be attached to the wing surface to ensure water-stopping.

以下、図面をもって本発明を更に説明する。図2はここで用いた止水材1の側面図であり、図3はA−A線での断面図である。2は中央に備えた中空のバルブであり、3はその左右に伸びる翼部である。図4は中芯5の側面図であり、図5はB−B線での断面図、図6はC−C線での断面図である。中芯5は硬質ウレタン発泡体である。尚、止水材1及び中芯5の全体の寸法は図中に記載した。   The present invention will be further described below with reference to the drawings. FIG. 2 is a side view of the waterstop material 1 used here, and FIG. 3 is a cross-sectional view taken along line AA. 2 is a hollow valve provided in the center, and 3 is a wing extending to the left and right. 4 is a side view of the core 5, FIG. 5 is a cross-sectional view taken along the line BB, and FIG. 6 is a cross-sectional view taken along the line CC. The core 5 is a hard urethane foam. In addition, the whole dimension of the water stop material 1 and the center core 5 was described in the figure.

中芯5の直線部分5a、5bには止水材1の中空部2を200mm分だけ差し込んだ。そして、中芯5の屈曲部5cを剥き出しのまま屈曲部5c及び止水材1の端部30mmを囲むキャビティ8を有する型9内にセットした。   The hollow portion 2 of the water blocking material 1 was inserted into the straight portions 5a and 5b of the core 5 by 200 mm. And it set in the type | mold 9 which has the cavity 8 surrounding the bending part 5c and the edge part 30mm of the water stop material 1 with the bending part 5c of the center core 5 exposed.

そして、このキャビティ8内に未加硫ゴムを充填しこれを加硫することによって止水材をL字状に接続して新たな止水材10を得た。図7は得られた止水材10であり、図8はD−D線での断面図、E−E線での断面図である。尚、中芯5の屈曲部5cは中空のバルブ2の外側よりハンマ−にて叩いて粉砕することとなる。   Then, a non-vulcanized rubber was filled in the cavity 8 and vulcanized to connect the water-stopping material in an L-shape to obtain a new water-stopping material 10. FIG. 7 shows the water stop material 10 obtained, and FIG. 8 is a cross-sectional view taken along the line DD and a cross-sectional view taken along the line EE. The bent portion 5c of the core 5 is crushed by hitting it with a hammer from the outside of the hollow bulb 2.

尚、中芯5を形成する硬質ウレタン発泡体の配合組成の概要としては、ポリイソシアネ−ト成分としてMDI、ポリオ−ル成分として珪酸ナトリウム水溶液(ポリオ−ルに珪酸ナトリウム)であり、これに発泡触媒等が配合されている。両者は1:1の重量比で用いられる。   The outline of the composition of the rigid urethane foam forming the core 5 is MDI as the polyisocyanate component, sodium silicate aqueous solution as the polyol component (sodium silicate in the polyol), and the foaming catalyst. Etc. are blended. Both are used in a weight ratio of 1: 1.

本発明は以上のような止水材のジョイント及び止水材であり、中芯を内包したままで止水材のジョイントができ、従来の応力集中を解決し、接着処理を不要として問題点を解決したものである。かかる止水材を用いることにより、コンクリ−ト構造部材、道路トンネル、共同溝等の地下構造物の耐震性能の向上が顕著である。そして、止水性も極めて安価に提供できるものであり、コンクリート構造物間に大きな相対的ずれが生じた場合にも、高い止水性を維持することができる。そして又、コストの低減(材料費、施工費のダウン、工期短縮)が顕著である。   The present invention is a water-stopping material joint and a water-stopping material as described above, and can be jointed with a water-stopping material while containing the core, which solves the conventional stress concentration and eliminates the need for an adhesive treatment. It has been solved. By using such a water-stopping material, the improvement in seismic performance of underground structures such as concrete structural members, road tunnels, and common grooves is remarkable. And even if a big relative shift | offset | difference arises between concrete structures, water-stop can also be provided very cheaply, and high water-stop can be maintained. In addition, cost reduction (material cost, reduction of construction cost, shortening of work period) is remarkable.

図1は従来の止水材を示す施工時の断面図である。FIG. 1 is a cross-sectional view of a conventional waterstop material during construction. 図2は本発明に用いられる止水材の側面図である。FIG. 2 is a side view of the water stop material used in the present invention. 図3は図2のA−A線の断面図である。3 is a cross-sectional view taken along line AA in FIG. 図4は中芯の側面図である。FIG. 4 is a side view of the core. 図5はB−B線での断面図である。FIG. 5 is a sectional view taken along line BB. 図6はC−C線での断面図である。FIG. 6 is a cross-sectional view taken along line CC. 図7は本発明にて得られた止水材の側面図である。FIG. 7 is a side view of the waterstop material obtained in the present invention. 図8はD−D線での断面図である。FIG. 8 is a sectional view taken along line DD. 図9はE−E線での断面図である。FIG. 9 is a sectional view taken along line EE.

符号の説明Explanation of symbols

1‥本発明にて用いる止水材、
2‥中空バルブ、
3‥翼部、
5‥中芯、
5a、5b‥中芯の直線部分、
5c‥中芯の屈曲部分、
8‥キャビティ、
9‥型、
10‥本発明の止水材。
1. Water-stop material used in the present invention,
2. Hollow valve,
3 ... Wings
5.
5a, 5b ... the straight part of the core,
5c ... bent part of the core,
8 Cavity,
9 ... type,
10. The waterstop material of the present invention.

Claims (7)

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、コンクリート構造物の変位を吸収する中空バルブと、当該中空バルブの左右に形成され前記コンクリート構造物の外面に固定され又はこの中に埋設される翼部と、よりなる止水材のジョイント法であって、中空バルブの断面形状とほぼ合致させた硬質ウレタン系発泡体製の中芯をジョイントされる両止水材の端部の中空バルブ内に差し込み、かかる状態で両止水材の端部をゴム加硫又は接着材を用いて前記中芯を内包しつつ一体化してなることを特徴とする中空バルブを有する止水材のジョイント法。   A hollow valve disposed along the joint of the opposing concrete structure and absorbing the displacement of the concrete structure, and formed on the left and right sides of the hollow valve and fixed to or embedded in the outer surface of the concrete structure In the hollow valve at the end of both water-stopping materials, which is a joint method of a water-stopping material consisting of a wing and a rigid urethane foam core that almost matches the cross-sectional shape of the hollow valve A joint method for a water-stopping material having a hollow valve, wherein the end portions of both water-stopping materials are integrated with rubber vulcanization or an adhesive while enclosing the core in this state. 屈曲部とこれより伸びる直線部を備えた硬質ウレタン系発泡体製のL字状中芯を用い、各直線部を止水材の端部の中空バルブ内に差し込み、前記屈曲部及び差し込まれた止水材の端部を囲むキャビティを形成し、かかるキャビティ内に未加硫ゴムを充填しこれを加硫して一体化した請求項1記載の中空バルブを有する止水材のジョイント法。   Using an L-shaped core made of a rigid urethane foam having a bent portion and a straight portion extending from the bent portion, each straight portion was inserted into a hollow valve at the end of the water stop material, and the bent portion and the inserted portion were inserted. The joint method of the water stop material which has a hollow valve of Claim 1 which formed the cavity surrounding the edge part of a water stop material, filled the unvulcanized rubber in this cavity, and vulcanized this. 硬質ウレタン系発泡体のポリオ−ル成分が水ガラスを主成分とするポリオ−ルである請求項1又は2記載の中空バルブを有する止水材のジョイント法。   The joint method for a waterstop material having a hollow valve according to claim 1 or 2, wherein the polyol component of the hard urethane foam is a polyol mainly composed of water glass. ポリオ−ル成分とイソシアネ−ト成分がほぼ1:1である請求項3記載の中空バルブを有する止水材のジョイント法。   4. The joint method for a waterstop material having a hollow valve according to claim 3, wherein the polyol component and the isocyanate component are approximately 1: 1. 硬質ウレタン系発泡体の発泡倍率が4〜6である請求項1乃至4いずれか1記載の中空バルブを有する止水材のジョイント法。   5. The water-stopping material joint method having a hollow valve according to any one of claims 1 to 4, wherein the expansion ratio of the hard urethane foam is 4 to 6. 硬質ウレタン系発泡体の発泡倍率が4.3〜5.3である請求項5記載の中空バルブを有する止水材のジョイント法。   6. The joint method for a waterstop material having a hollow valve according to claim 5, wherein the expansion ratio of the hard urethane foam is 4.3 to 5.3. 硬質ウレタン系発泡体をジョイント部のバルブ内に内包一体化してなる中空バルブを有する止水材にあって、当該硬質ウレタン系発泡体をバルブの外側より力を加えて崩壊させたことを特徴とする中空バルブを有する止水材。   A water-stopping material having a hollow valve formed by integrating a rigid urethane foam into a valve of a joint part, characterized in that the rigid urethane foam is collapsed by applying force from the outside of the valve. A water stop material having a hollow valve.
JP2006015158A 2006-01-24 2006-01-24 Joint method for water-stopping material having a hollow valve and water-stopping material Expired - Fee Related JP4627729B2 (en)

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JP5351605B2 (en) * 2009-05-15 2013-11-27 東京電力株式会社 Underground structure
CN101949293B (en) * 2010-10-09 2012-11-14 中国水电顾问集团成都勘测设计研究院 Periphery water stop structure of tunnel plug and setting method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54133412U (en) * 1978-03-09 1979-09-17
JPS6048504U (en) * 1983-09-12 1985-04-05 旭電化工業株式会社 Connection parts for water stop plate
JPS6364990U (en) * 1986-10-16 1988-04-28
JPH10311482A (en) * 1997-05-09 1998-11-24 Solar Giken:Kk Thermally fusing joining method of small diameter plastic pipe
JP2007085060A (en) * 2005-09-21 2007-04-05 Seibu Polymer Corp Method of connecting elastic bodies and the like together

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54133412U (en) * 1978-03-09 1979-09-17
JPS6048504U (en) * 1983-09-12 1985-04-05 旭電化工業株式会社 Connection parts for water stop plate
JPS6364990U (en) * 1986-10-16 1988-04-28
JPH10311482A (en) * 1997-05-09 1998-11-24 Solar Giken:Kk Thermally fusing joining method of small diameter plastic pipe
JP2007085060A (en) * 2005-09-21 2007-04-05 Seibu Polymer Corp Method of connecting elastic bodies and the like together

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