JP2006226359A - Water shut off device for pipe penetration part of wall, water shut off structure and water shut off method - Google Patents

Water shut off device for pipe penetration part of wall, water shut off structure and water shut off method Download PDF

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JP2006226359A
JP2006226359A JP2005039341A JP2005039341A JP2006226359A JP 2006226359 A JP2006226359 A JP 2006226359A JP 2005039341 A JP2005039341 A JP 2005039341A JP 2005039341 A JP2005039341 A JP 2005039341A JP 2006226359 A JP2006226359 A JP 2006226359A
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pipe
water stop
wall
water
elastic
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JP4719479B2 (en
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Hideo Tanaka
秀夫 田中
Fumio Kadota
文夫 門田
Futoshi Inoue
太 井上
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Hayakawa Rubber Co Ltd
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Hayakawa Rubber Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water shut off device, a water shut off structure and a water shut off method surely shut off water at a water entering part of a pipe penetration part of the wall, excellent in water shut off nature, capable of sufficiently enduring against underground water pressure and being used after construction. <P>SOLUTION: The water shut off device 5 provided at the pipe penetration part of the wall where a pipe 3 penetrates and preventing water entering is provided. The water shut off device 5 consists of a pipe enclosing wall member 6, an elastic water shut off member 7 between the pipe 3 and the pipe enclosing wall member 6, and a compression member 8. The pipe enclosing wall member 6 is fixed on the wall 2 to keep a predetermined interval around the pipe 3. A compression member 8 is fixed on the wall 2 or the pipe enclosing wall member 6 to make the elastic water shut off member 7 compressible toward the wall from an outside of the elastic water shut off member 7 between the pipe 3 and the pipe enclosing wall member 6. The water shut off structure 1 is provided with the water shut off device 5. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、ガス管、上下水道管、電線管等の配管(以下管という)がコンクリート壁等を貫通して形成される壁の管貫通部において、地下水が侵入するのを防止する止水装置、止水構造及び止水方法に関する。   The present invention relates to a water stop device that prevents intrusion of groundwater in a pipe penetration portion of a wall in which a pipe (hereinafter referred to as a pipe) such as a gas pipe, a water and sewage pipe, or a conduit pipe is formed through a concrete wall or the like. The invention relates to a water stop structure and a water stop method.

管が貫通する壁の管貫通部は、管自体の変位や変形又は外的要因である壁の熱収縮や地震、地盤沈下等による影響で、管貫通部にクラックが発生し、地下水が侵入する場合があった。従来の構造物で壁を貫通する管やケーブルの貫通部を止水する装置や方法としては、図10及び11に示すものが提案されている(例えば、特許文献1及び2参照)。図10は1例の従来の止水装置の斜視図等である。図11は1例の従来のシーリング構造の断面図である。
特開平7−48828号公報 特開2003−161383号公報
The pipe penetration part of the wall through which the pipe penetrates causes cracks in the pipe penetration part due to displacement and deformation of the pipe itself or external wall thermal contraction, earthquake, ground subsidence, etc., and groundwater enters. There was a case. As a device and a method for water-stopping a pipe or a cable penetration portion that penetrates a wall with a conventional structure, those shown in FIGS. 10 and 11 have been proposed (see, for example, Patent Documents 1 and 2). FIG. 10 is a perspective view of an example of a conventional water stop device. FIG. 11 is a cross-sectional view of an example of a conventional sealing structure.
JP 7-48828 A Japanese Patent Laid-Open No. 2003-161383

図10に示す止水装置は、ケーシング101と称する管を、既設管102に貫通させたときに、既設管102の内部より、管101にオーリング103、第1リング部材104、第2リング部材105を挿入し、第2リング部材105をボルト106で管101に固定し、第1リング部材104をボルト106´で押し、第1リング部材104と既設管102の内面との間に設けたオーリング103を圧縮し止水し、押圧しても漏水する場合には、オーリング103の側面から注入管107を介して止水剤を注入できるものであるが、特に、オーリング103は、管101が挿入された時点で、管端部よりの挿入しかできないため、壁を貫通している管に対し、後施工で取り付けることができない。また、第2リング部材105は、第1リング部材104を押圧する反力を受けるため、第2リング部材105をボルト106で管に固定するため、管101を傷付け、電線管等には適用できない。さらに、管貫通部周りの既設管102の内面に凹凸が在ると、オーリング103をいくら圧縮しても、凹凸部よりの漏水を止めることができない。   The water stop device shown in FIG. 10 has an O-ring 103, a first ring member 104, and a second ring member in the pipe 101 from the inside of the existing pipe 102 when a pipe called a casing 101 is passed through the existing pipe 102. 105, the second ring member 105 is fixed to the pipe 101 with the bolt 106, the first ring member 104 is pushed with the bolt 106 ', and the auto ring provided between the first ring member 104 and the inner surface of the existing pipe 102 is inserted. When the ring 103 is compressed and water-stopped and water leaks even when pressed, the water-stopping agent can be injected from the side surface of the O-ring 103 via the injection tube 107. In particular, the O-ring 103 is a tube. When 101 is inserted, it can only be inserted from the end of the tube, so it cannot be attached to the tube penetrating the wall by post-installation. Moreover, since the 2nd ring member 105 receives the reaction force which presses the 1st ring member 104, since the 2nd ring member 105 is fixed to a pipe | tube with the volt | bolt 106, the pipe | tube 101 is damaged and it cannot apply to a conduit tube etc. . Furthermore, if there is unevenness on the inner surface of the existing pipe 102 around the pipe penetration part, water leakage from the uneven part cannot be stopped no matter how much the O-ring 103 is compressed.

また、図11に示すシーリング構造は、貫通部材201が壁202を貫通して、貫通部材201と貫通孔203との間の隙間を均一に保持させる固定具204を、その装着孔205に貫通部材201を装着させ、貫通孔203に嵌合し、不定形シーリング材206でシールするものであるが、これは、貫通部材201と貫通孔203との間の隙間をシールするもので、壁を貫通している管の周りを後施工で止水するものではない。   Further, the sealing structure shown in FIG. 11 includes a fixing member 204 that allows the penetration member 201 to penetrate the wall 202 and uniformly hold the gap between the penetration member 201 and the penetration hole 203 in the attachment hole 205. 201 is fitted, fitted into the through-hole 203, and sealed with an irregular sealing material 206. This seals the gap between the through-member 201 and the through-hole 203 and penetrates the wall. It is not intended to stop the water around the pipes that are used in the post-construction.

本発明は、上記の問題点を解決するために考案されたものであり、壁の管貫通部の水侵入箇所を確実に止水することを目的とする。
また、本発明は、止水性に優れ、地下水圧にも十分に耐え、後施工においても使用可能な、止水装置、止水構造及び止水方法の提案をする。
The present invention has been devised in order to solve the above-described problems, and it is an object of the present invention to reliably stop a water intrusion portion of a wall pipe penetration portion.
In addition, the present invention proposes a water stop device, a water stop structure, and a water stop method that are excellent in water stop, sufficiently withstand underground water pressure, and can be used in post-construction.

すなわち、本発明は、管が貫通する壁の管貫通部に設けられ、水の侵入を防止する止水装置であって、管の周りに所定の間隔が隔てられるように壁に固定される管囲い壁部材と、前記管及び前記管囲い壁部材の間の弾性止水部材と、前記管及び前記管囲い壁部材の間で前記弾性止水部材の外側から前記弾性止水部材を壁方向に圧縮可能なように壁又は前記管囲い壁部材に固定される圧縮部材とを具える、止水装置、及びかかる止水装置を備える止水構造に係るものである。   That is, the present invention is a water stopping device that is provided in a pipe penetration portion of a wall through which a pipe passes and prevents water from entering, and the pipe is fixed to the wall so that a predetermined interval is provided around the pipe. An enclosure wall member, an elastic water stop member between the tube and the tube enclosure wall member, and the elastic water stop member between the pipe and the tube enclosure wall member from the outside of the elastic water stop member in the wall direction. The present invention relates to a water stop device including a wall or a compression member fixed to the pipe enclosure wall member so as to be compressible, and a water stop structure including the water stop device.

また、本発明は、管が貫通する壁の管貫通部における水の侵入を防止する止水方法であって、
(a)止水装置を準備する工程であって、前記止水装置が、管囲い壁部材と、弾性止水部材と、圧縮部材とを具えている工程、
(b)管囲い壁部材を管の周りに所定の間隔が隔てられるように壁に固定する工程、
(c)弾性止水部材を管及び管囲い壁部材の間に配置する工程、
(d)圧縮部材を、管及び管囲い壁部材の間で弾性止水部材の外側から弾性止水部材を壁方向に圧縮可能なように壁又は管囲い壁部材に固定する工程、及び
(e)圧縮部材によって、弾性止水部材を壁方向に圧縮する工程
を含む、止水方法に係るものである。
Further, the present invention is a water stop method for preventing water intrusion in the pipe penetration portion of the wall through which the pipe penetrates,
(A) a step of preparing a water stop device, wherein the water stop device comprises a tube enclosure wall member, an elastic water stop member, and a compression member;
(B) fixing the pipe enclosure wall member to the wall so as to be spaced a predetermined distance around the pipe;
(C) arranging the elastic water blocking member between the pipe and the pipe wall member;
(D) fixing the compression member to the wall or the tube surrounding wall member so that the elastic water blocking member can be compressed in the wall direction from the outside of the elastic water stopping member between the pipe and the tube surrounding wall member; and (e ) A water-stopping method including a step of compressing the elastic water-stopping member in the wall direction by the compression member.

本発明は、壁の管貫通部において、管囲い壁部材を管の周りに所定の間隔が隔てられるように壁に固定して、弾性止水部材を管及び管囲い壁部材の間に配置し、この弾性止水材を圧縮手段によって圧縮することで、地下水圧にも十分に耐え得る止水性を発揮させることができるという知見に基づくものである。   In the pipe penetration portion of the wall, the pipe enclosure wall member is fixed to the wall so as to be spaced a predetermined distance around the pipe, and the elastic water blocking member is disposed between the pipe and the pipe enclosure wall member. This is based on the knowledge that the elastic water-stopping material can be compressed by a compressing means to exhibit a water-stopping property that can sufficiently withstand the underground water pressure.

本発明では、管囲い壁部材が壁に固定され、弾性止水部材を圧縮する圧縮部材が壁又は管囲い壁部材に固定されるので、弾性止水材を、圧縮部材によって壁方向に十分な押圧力で圧縮することができる。   In the present invention, the pipe enclosure wall member is fixed to the wall, and the compression member that compresses the elastic water stop member is fixed to the wall or the pipe enclosure wall member. It can be compressed with a pressing force.

本発明によれば、管、壁、管囲い壁部材及び圧縮部材によって囲まれた空間内で、弾性止水部材が確実に圧縮されるので、極めて効率的に、地下水等の水の侵入を防止することができる。また、本発明によれば、管貫通部の周辺の止水装置取付面が凹凸でも、優れた止水性を発揮させることができる。   According to the present invention, the elastic water blocking member is reliably compressed in the space surrounded by the pipe, the wall, the pipe enclosure wall member, and the compression member, so that intrusion of water such as groundwater can be prevented extremely efficiently. can do. Moreover, according to this invention, even if the water stop apparatus mounting surface of the circumference | surroundings of a pipe penetration part is uneven, the outstanding water stop can be exhibited.

本発明の実施をする形態について説明する。
(1)(壁)
種々の壁を、特に制限されず、種々の材質、構造等において用いることができる。管貫通部は、削孔機等による削孔等の種々の手段を用いて作製することができる。また、止水装置を取り付ける壁の表面は、平滑である必要はなく、管貫通部の周辺の取付面には多少の凹凸があってもよい。
An embodiment for carrying out the present invention will be described.
(1) (Wall)
Various walls are not particularly limited, and can be used in various materials and structures. The tube penetrating portion can be produced using various means such as drilling with a drilling machine or the like. Moreover, the surface of the wall to which the water stop device is attached does not have to be smooth, and there may be some unevenness on the attachment surface around the pipe penetration portion.

(2)(管)
種々の管を、特に制限されず、種々の材質、形状、構造等において用いることができる。複数の管による複数の管貫通部を同時に止水処理することができる。また、管は、新設管に限られず、既設管、改修管等も用いることができる。
(2) (Tube)
Various pipes are not particularly limited, and can be used in various materials, shapes, structures, and the like. A plurality of pipe penetration parts by a plurality of pipes can be water-stopped simultaneously. In addition, the pipe is not limited to a new pipe, and an existing pipe, a repair pipe, or the like can be used.

(3)(止水装置)
壁を貫通している既設管等による管貫通部において、地下水等の水の侵入を防止するために用いることができる。かかる止水装置は、管囲い壁部材、弾性止水部材及び圧縮部材を備えることができる。
(3) (Water stop device)
It can be used to prevent intrusion of water such as groundwater in a pipe penetration portion by an existing pipe or the like penetrating a wall. Such a water stop device can include a pipe wall member, an elastic water stop member, and a compression member.

(3−1)(管囲い壁部材)
管の壁貫通部の周りに所定の間隔を隔てるように設置する。壁に固定するための壁側固定部を有することができる。壁側固定部は、管囲い壁部材に連結させることができる。
(3-1) (Pipe enclosure wall member)
It is installed so as to have a predetermined interval around the tube wall penetration. It can have a wall side fixing | fixed part for fixing to a wall. The wall-side fixing portion can be connected to the tube enclosure wall member.

(3−2)(弾性止水部材)
管と管囲い壁部材との間に配置する。管と壁の管貫通部との間の止水性を確保する。種々のものを用いることができ、材質、形状、構造等、特に制限されない。
(3-2) (elastic waterproofing member)
It arrange | positions between a pipe | tube and a pipe surrounding wall member. Ensure water-tightness between the tube and the tube penetration through the wall. Various materials can be used, and the material, shape, structure, etc. are not particularly limited.

弾性止水部材は、液状の弾性止水材成型用材料を用いて作製することができる。かかる弾性止水部材は、管又は壁の管貫通部の取付面が凹凸でも、優れた追従性を示すことができ、より一層十分な止水性を発揮させることができる。   The elastic water stop member can be manufactured using a liquid elastic water stop material molding material. Such an elastic water-stopping member can exhibit excellent followability even when the mounting surface of the pipe or the tube penetrating portion of the wall is uneven, and can exhibit a further sufficient water-stopping property.

弾性止水部材は、管と管囲い壁部材と圧縮部材とにより形成される空間内へ配置することができ、また、かかる空間内への液状の弾性止水材成型用材料の充填及び硬化によって形成することができる。   The elastic water stop member can be disposed in a space formed by the pipe, the tube surrounding wall member, and the compression member, and by filling and curing the liquid elastic water stop material molding material in the space. Can be formed.

弾性止水材成型用材料は、主剤と硬化剤を混合し注入するタイプや、1液硬化タイプの材料を用いることができる。また、弾性止水材成型用材料は、主剤として、常温で液状の、分子末端に水酸基を有する反応型ポリマーを用い、暦青物、可塑剤、粘着付与樹脂及び充填材よりなる群から選択した少なくとも1種の添加物を含有させることができ、硬化剤として、分子末端にイソシアネート基を有しているものを用いることができる。   As the elastic water-stopping material molding material, a type in which a main agent and a curing agent are mixed and injected, or a one-component curing type material can be used. The elastic waterstop molding material is at least selected from the group consisting of a calender, a plasticizer, a tackifying resin, and a filler, using a reactive polymer that is liquid at room temperature and having a hydroxyl group at the molecular end as a main agent. One kind of additive can be contained, and a curing agent having an isocyanate group at the molecular end can be used.

液状の反応型ポリマーには、例えば、液状ポリブタジエン、液状クロロプレン、液状スチレンブタジエン共重合体、液状アクリロニトリルブタジエン共重合体、ポリエーテルポリオール、ポリエステルポリオール、アニリン誘導体ポリオール、シリコーン、ポリサルファイド、変性シリコーン等が包含される。これらのポリマーは、常温で硬化反応を起こさせて、架橋粘弾性体を得ることができる。   Examples of the liquid reactive polymer include liquid polybutadiene, liquid chloroprene, liquid styrene butadiene copolymer, liquid acrylonitrile butadiene copolymer, polyether polyol, polyester polyol, aniline derivative polyol, silicone, polysulfide, modified silicone and the like. Is done. These polymers can cause a curing reaction at room temperature to obtain a crosslinked viscoelastic body.

暦青物には、ストレートアスファルト、ブロンアスファルト、タール等が包含される。硬化剤は、イソシアネート系硬化剤が好適であり、1分子あたり2個以上のイソシアネート基を有することが必要である。硬化剤としては、イルイレンジイソシアネート、ジフェニルメタンジイソシアネート、ヘキサメチレンジイソシアネート、イソホロンジイソシアネート、末端イソシアネート基を有するプレポリマー等を挙げることができ、これらを単独又は併用して用いることができる。   The calendar blue includes straight asphalt, bron asphalt, tar and the like. The curing agent is preferably an isocyanate-based curing agent and needs to have two or more isocyanate groups per molecule. Examples of the curing agent include ylylene diisocyanate, diphenylmethane diisocyanate, hexamethylene diisocyanate, isophorone diisocyanate, and a prepolymer having a terminal isocyanate group, and these can be used alone or in combination.

可塑剤としては、ナフテン系、パラフィン系、芳香族系オイル等が挙げられる。粘着付与樹脂としては、天然樹脂、ロジン、ポリテルペン系樹脂、芳香族系石油樹脂等を挙げることができる。   Examples of the plasticizer include naphthenic, paraffinic and aromatic oils. Examples of tackifying resins include natural resins, rosins, polyterpene resins, aromatic petroleum resins and the like.

弾性止水部材は、100重量部の反応型ポリマーと、反応型ポリマーの水酸基に対し硬化剤のイソシアネート基のモル比が0.5〜1.5となる量の硬化剤と、50〜1000重量部の暦青物とを混合し反応させて得るのが好ましい。このようにして得られた弾性止水部材は、低モジュラスで高い復元性を有するため水密性に優れる。   The elastic water-stopping member comprises 100 parts by weight of a reactive polymer, a curing agent in an amount such that the molar ratio of the isocyanate group of the curing agent to the hydroxyl group of the reactive polymer is 0.5 to 1.5, and 50 to 1000 weights. It is preferably obtained by mixing and reacting with a part of the calender. The elastic water-stop member obtained in this way is excellent in water tightness because of its low modulus and high resilience.

弾性止水部材は、常温で液状の反応型ポリマーを常温で反応させたのちの硬化物が80℃に加温されても形状を保持し、20℃での硬度が日本ゴム協会規格SRIS−0101に示すC型硬度計で50以下であるという条件を満足させることができる。   The elastic water-stopping member retains its shape even when a cured product obtained by reacting a reactive polymer that is liquid at room temperature at room temperature is heated to 80 ° C., and has a hardness at 20 ° C. of Japan Rubber Association Standard SRIS-0101. The condition that it is 50 or less can be satisfied with the C-type hardness meter shown in FIG.

(3−3)(圧縮部材)
管及び管囲い壁部材の間で、弾性止水部材の外側から弾性止水部材を壁方向に圧縮するものを用いることができる。壁又は前記管囲い壁部材に固定される。
(3-3) (Compression member)
What compresses an elastic water stop member in a wall direction from the outer side of an elastic water stop member can be used between a pipe and a tube surrounding wall member. It is fixed to the wall or the pipe enclosure wall member.

弾性止水部材方向に移動可能な止水材押え板と、止水材押え板を弾性止水部材方向に移動させる移動部材とからなることができる。   It can consist of the water stop material pressing board which can move to an elastic water stop member direction, and the moving member which moves a water stop material press board to an elastic water stop member direction.

移動部材は、止水材押え板を支持し管囲い壁部材に固定される支持板、及び支持板に設置され支持板と止水材押え板との間の間隔をネジ調整可能にする押えボルト及び固定ナットからなることができる。   The moving member is a support plate that supports the water stop material presser plate and is fixed to the pipe wall member, and a presser bolt that is installed on the support plate and allows the distance between the support plate and the water stop material presser plate to be adjusted with screws. And a fixing nut.

管囲い壁部材には、支持板固定部を設け、支持板の一方の端部を支持板固定部に固定し、支持板の他方には、止水材押え板を押圧する押えボルト及び固定ナットを設けることができる。   The pipe enclosure wall member is provided with a support plate fixing portion, one end of the support plate is fixed to the support plate fixing portion, and the other end of the support plate is a press bolt and a fixing nut for pressing the water stop material press plate. Can be provided.

また、移動部材は、壁と上述のような止水材押え板との間の間隔をネジ調整可能にする押えナット及びアンカーボルトからなることができる。アンカーボルトは、管囲い壁部材の内側で、管貫通部周辺の壁に固定し、押えナットとアンカーボルトで、支持板と止水材押え板との間の間隔を調整可能にすることができる。   Further, the moving member can be composed of a presser nut and an anchor bolt that allow a screw to adjust the distance between the wall and the water stop material presser plate as described above. The anchor bolt is fixed to the wall around the pipe penetration part inside the pipe enclosure wall member, and the distance between the support plate and the water stop material presser plate can be adjusted by the presser nut and the anchor bolt. .

かかる圧縮部材は、管と管囲い壁部材と圧縮部材と、特に、止水材押え板とにより形成される空間内の弾性止水部材を、止水材押え板を移動部材により移動させ、弾性止水部材を押圧し圧縮し、管、管貫通部の周りの壁、管囲い壁部材及び止水材押え板を圧密することによって、地下水の侵入を効率的に防止することができる。   Such a compression member is formed by moving an elastic water stop member in a space formed by a pipe, a tube surrounding wall member, a compression member, and in particular, a water stop material pressing plate by moving the water stop material pressing plate by a moving member. Intrusion of groundwater can be efficiently prevented by pressing and compressing the water stop member and compacting the pipe, the wall around the pipe penetrating portion, the pipe enclosure wall member, and the water stop material presser plate.

(4)(止水構造)
本発明の止水構造では、上述のような止水装置を用いることができ、これによって、壁と、壁を貫通する管とを備える止水構造において、管と管貫通部の壁との間で優れた止水性を発揮させることができる。
(4) (Water stop structure)
In the water stop structure of the present invention, the water stop device as described above can be used, whereby in the water stop structure including a wall and a pipe penetrating the wall, between the pipe and the wall of the pipe penetration portion. Can exhibit excellent water-stopping properties.

(5)(止水方法)
本発明の止水方法では、上述の止水装置を用いることができ、これによって、壁と、壁を貫通する管とから形成される管貫通部において優れた止水性を発揮させることができる。
(5) (Water stop method)
In the water-stopping method of the present invention, the above-mentioned water-stopping device can be used, whereby excellent water-stopping performance can be exhibited in a pipe penetrating portion formed from a wall and a pipe penetrating the wall.

管囲い壁部材及び圧縮部材等の材料は、特に制限されないが、ステンレス鋼、防錆めっき鋼、防錆樹脂コート鋼、硬質プラスチック、繊維強化プラスチック等を用いることができ、各部材はこれらの単独又は複合材料等からなることができる。   The material of the tube enclosure wall member and the compression member is not particularly limited, but stainless steel, rust-proof plated steel, rust-proof resin coated steel, hard plastic, fiber reinforced plastic, etc. can be used, and each member is independent of each other. Or it can consist of a composite material etc.

図面を参照して、本発明をより一層詳細に説明する。
図1は1例の止水装置を用いる止水構造の断面図である。図2(a)は図1の止水構造の側面図であり、図2(b)は図1の止水構造の正面図である。図3は図1の止水装置の構成を示す斜視図である。
The present invention will be described in more detail with reference to the drawings.
FIG. 1 is a cross-sectional view of a water stop structure using one example of a water stop device. Fig.2 (a) is a side view of the water stop structure of FIG. 1, FIG.2 (b) is a front view of the water stop structure of FIG. FIG. 3 is a perspective view showing a configuration of the water stop device of FIG. 1.

図4は1例の止水方法の1工程を示す断面図である。図5は1例の止水方法の他の工程を示す断面図である。図6は1例の止水方法の更に他の工程を示す断面図である。図7は1例の止水方法の更に他の工程を示す断面図である。   FIG. 4 is a cross-sectional view showing one step of an example water stop method. FIG. 5 is a cross-sectional view showing another process of the water stop method of one example. FIG. 6 is a cross-sectional view showing still another process of the water stop method of one example. FIG. 7 is a cross-sectional view showing still another process of the water stop method of one example.

図8は他の例の止水装置を用いる止水構造の断面図である。図9は図8の止水構造の正面図である。   FIG. 8 is a cross-sectional view of a water stop structure using a water stop device of another example. FIG. 9 is a front view of the water stop structure of FIG.

図1及び2に示すように、1例の止水構造1は、壁2と、壁2を貫通する管3と、管貫通部4における水の侵入を防止する止水装置5とを備える。止水装置5は、管3が貫通する壁2の管貫通部4に設けられ、水の侵入を防止する。   As shown in FIGS. 1 and 2, the water stop structure 1 of an example includes a wall 2, a pipe 3 that penetrates the wall 2, and a water stop device 5 that prevents water from entering the pipe penetration part 4. The water stop device 5 is provided in the pipe penetration part 4 of the wall 2 through which the pipe 3 penetrates, and prevents water from entering.

止水装置5は、図3に詳細に示すように、管3の周りに所定の間隔が隔てられるように壁2に固定される管囲い壁部材6と、管3及び管囲い壁部材6の間の弾性止水部材7と、管3及び管囲い壁部材6の間で弾性止水部材7の外側から弾性止水部材7を壁2の方向に圧縮可能なように管囲い壁部材6に固定される圧縮部材8とを具える。   As shown in detail in FIG. 3, the water stop device 5 includes a pipe enclosure wall member 6 fixed to the wall 2 so as to be spaced apart from the pipe 3 by a predetermined distance, and the pipe 3 and the pipe enclosure wall member 6. The elastic water-stopping member 7 between the pipe 3 and the tube-enclosing wall member 6 is connected to the pipe-enclosing wall member 6 so that the elastic water-stopping member 7 can be compressed in the direction of the wall 2 from the outside of the elastic water-stopping member 7. And a compression member 8 to be fixed.

図1及び2に示すような止水構造は、図3に示すような止水装置を用い、図4〜7に示すようにして施工することができる。
図4は、壁2に管3が貫通している状態を示すが、壁2の管貫通部4には充填材9が充填されている。充填材9としては、無収縮のモルタルが用いられるのが一般的である。貫通管3は、地震や地盤沈下及び管3自体の熱膨張等で変位し、壁2も、壁2自体の熱収縮や地震等が発生するため、管貫通部4の壁には、クラック10がはいり、地下水11が室内側に侵入する。
The water stop structure as shown in FIGS. 1 and 2 can be constructed as shown in FIGS. 4 to 7 using a water stop device as shown in FIG.
FIG. 4 shows a state in which the pipe 3 penetrates the wall 2, but the pipe penetration part 4 of the wall 2 is filled with a filler 9. As the filler 9, non-shrinkable mortar is generally used. The through pipe 3 is displaced due to an earthquake, ground subsidence, thermal expansion of the pipe 3 itself, and the wall 2 also undergoes thermal contraction, earthquake, etc. of the wall 2 itself. The groundwater 11 enters the indoor side.

このような壁の管貫通部4を止水するために、図1〜3に示すような止水装置を用いることができる。前述のように、図3は1例の止水装置5を示すもので、ここでは、弾性止水部材は省略してある。図3では、止水装置5は、管囲い壁部材6及び圧縮部材8とからなり、管囲い壁部材6及び圧縮部材8の構成部材を示す。いずれも、後施工での取り付けのため、分割された製品形態となっている。   In order to stop the pipe penetration part 4 of such a wall, a water stop apparatus as shown in FIGS. 1-3 can be used. As described above, FIG. 3 shows an example of the water stop device 5, and the elastic water stop member is omitted here. In FIG. 3, the water stop device 5 includes a tube surrounding wall member 6 and a compression member 8, and shows constituent members of the tube surrounding wall member 6 and the compression member 8. Both are divided product forms for attachment in post-construction.

管囲い壁部材6は、囲い壁部本体6A、壁側固定部6B及び支持板固定部6Cを有する。壁側固定部6Bはアンカーボルト6Dによって壁に固定することができる。圧縮部材8は、囲い壁部本体6Aと管3との間に用いる止水材押え板8A、止水材押え板8Aを弾性止水部材の方向に押圧する手段として管囲い壁部材6の支持板固定部6Cに固定し止水材押え板8Aを支持する支持板8B、止水材押え板8Aを押圧するための押えボルト8C、固定ナット8D、支持板8Bの固定ボルト8E等より構成される。   The tube enclosure wall member 6 includes an enclosure wall portion main body 6A, a wall side fixing portion 6B, and a support plate fixing portion 6C. The wall-side fixing portion 6B can be fixed to the wall by anchor bolts 6D. The compression member 8 supports the pipe enclosure wall member 6 as a means for pressing the water stop material holding plate 8A used between the enclosure wall main body 6A and the pipe 3 in the direction of the elastic water stop member. The support plate 8B is fixed to the plate fixing portion 6C and supports the water stop material presser plate 8A, the presser bolt 8C for pressing the water stop material presser plate 8A, the fixing nut 8D, the fixing bolt 8E of the support plate 8B, and the like. The

図5は、図4に示すような管貫通部4の地下水侵入部分に、管囲い壁部材6及び止水材押え板8A等からなる圧縮部材8をアンカーボルト6Dで取り付けた状態を示す。管囲い壁部材6の下部には、液状の弾性止水材成型用材料を注入するための注入口12を設け、注入口12には、注入パイプ13及び注入枡14が接続される。また、管3と止水材押え板8Aとの間の隙間は、目止め材15でシールすることができるが、分割された管囲い壁部材6の合わせ部等の液漏れしそうな箇所にもシールしておくことができる。目止め材としては、パテやコーキング及びシールテープ等を用いることができる。   FIG. 5 shows a state in which the compression member 8 composed of the pipe enclosure wall member 6 and the water stop material pressing plate 8A and the like is attached to the underground water intrusion portion of the pipe penetrating portion 4 as shown in FIG. 4 with the anchor bolt 6D. An injection port 12 for injecting a liquid elastic water blocking material molding material is provided at the lower part of the tube surrounding wall member 6, and an injection pipe 13 and an injection rod 14 are connected to the injection port 12. In addition, the gap between the pipe 3 and the water stop material pressing plate 8A can be sealed with the sealing material 15, but also at a place where liquid leakage is likely to occur, such as a mating portion of the divided pipe enclosure wall member 6. Can be sealed. As the sealing material, putty, caulking, seal tape, or the like can be used.

図6は、図5でセットした注入枡14等の装置に、弾性止水材成型用材料16を注入枡14から充填し、管3と管3の周りの管囲い壁部材6と止水材押え板8Aと管貫通部4の室内側壁面2Aで囲まれた空間に、弾性止水材成型用材料16を注入している状況を示している。弾性止水材成型用材料16は管囲い壁部材6の上部に設けたエアー抜き栓6Eまで充填することができる。また、充填後はバルブ17を締め注入を終える。注入は場所に制約がなければエアー抜き栓6Eより流し込みすることもできる。   FIG. 6 shows that the device for filling the elastic rod 14 set in FIG. 5 is filled with the elastic water blocking material molding material 16 from the injection rod 14 and the pipe 3 and the tube surrounding wall member 6 around the pipe 3 and the water blocking material. The situation where the elastic water blocking material molding material 16 is injected into the space surrounded by the presser plate 8A and the indoor side wall surface 2A of the pipe penetrating portion 4 is shown. The elastic water blocking material molding material 16 can be filled up to the air vent plug 6E provided on the upper portion of the tube surrounding wall member 6. After filling, the valve 17 is closed to finish the injection. If there is no restriction on the location, the injection can be poured from the air vent plug 6E.

図7は、図6の弾性止水材成型用材料16を注入後に、注入枡14や注入パイプ13等を取り外し、硬化した弾性止水部材7が充填されている状態を示す。弾性止水部材7は、図7及び上述の図1及び2等に示すように、止水材押え板8Aを支持板8Bの押えボルト8C及び固定ナット8Dで押圧することによって圧縮され、管3の周りの室内側壁面2A、囲い壁部本体6B、止水材押え板8A、及び管2の外周面を圧着し、水密状態を発揮する。   FIG. 7 shows a state in which after filling the elastic water-stopping material molding material 16 of FIG. 6, the injection rod 14 and the injection pipe 13 are removed and the cured elastic water-stopping member 7 is filled. The elastic water stop member 7 is compressed by pressing the water stop material holding plate 8A with the holding bolt 8C and the fixing nut 8D of the support plate 8B as shown in FIG. The inner wall surface 2A, the surrounding wall portion main body 6B, the water stop material pressing plate 8A, and the outer peripheral surface of the pipe 2 are crimped to exhibit a watertight state.

これにより、図4に示すように地下水がクラックから侵入しようとしても、室内側への漏水を防ぐことができ、地下水圧が高い場合でも、弾性止水部材の高い圧縮復元力で水圧に抗することができるため、弾性止水部材が水圧で動くことがなく、弾性止水部材が押されて動いて漏水することや壁面との界面から漏水することがない。   As a result, as shown in FIG. 4, even if the groundwater tries to enter from the crack, it is possible to prevent water leakage to the indoor side, and even when the groundwater pressure is high, the water pressure is resisted by the high compression restoring force of the elastic water stop member. Therefore, the elastic water-stop member does not move due to water pressure, and the elastic water-stop member does not move by being pushed and leaks from the interface with the wall surface.

図8及び9は、他の例の止水装置による止水構造を示すものであるが、止水構造21では、止水装置25が用いられ、止水装置25は、壁22を貫通する2本の管23A、23Bの管貫通部24を同時に止水するように設けられる。   8 and 9 show a water stop structure by a water stop device of another example. In the water stop structure 21, a water stop device 25 is used, and the water stop device 25 penetrates the wall 22. The pipe penetration parts 24 of the main pipes 23A and 23B are provided so as to stop water simultaneously.

止水装置25は、矩形の分割型の管囲い壁部材26と圧縮部材28とによって弾性止水部材27を圧縮する。管囲い壁部材26は、囲い壁部本体26Aと壁側固定部26Bとを有し、アンカーボルトによって壁22に固定される。圧縮部材28は、止水材押え板28A、押えナット28B及びアンカーボルト28Cを有し、止水材押え板28Aを、管23A、23Bと囲い壁部本体26Aとの間の室内側壁面22Aに打設したアンカーボルト28Bと押えナット28Bとによって押圧して、壁22と止水材押え板28Aとの間で弾性止水部材27を圧縮する。図9は図8の断面図であり、室内側壁面22Aが凹凸面であるが、弾性止水材27は室内側壁面22Aの凹凸面にも確実に密着できるため、優れた止水性を示す。   The water stop device 25 compresses the elastic water stop member 27 by means of a rectangular split-type tube enclosure wall member 26 and a compression member 28. The tube enclosure wall member 26 has an enclosure wall portion main body 26A and a wall side fixing portion 26B, and is fixed to the wall 22 by anchor bolts. The compression member 28 includes a water stop material presser plate 28A, a presser nut 28B, and an anchor bolt 28C. The water stop material presser plate 28A is placed on the indoor side wall surface 22A between the pipes 23A and 23B and the surrounding wall portion body 26A. The elastic water stop member 27 is compressed between the wall 22 and the water stop material presser plate 28A by being pressed by the anchor bolt 28B and the presser nut 28B. FIG. 9 is a cross-sectional view of FIG. 8, and the indoor side wall surface 22 </ b> A is an uneven surface, but the elastic water-stopping material 27 can reliably adhere to the uneven surface of the indoor side wall surface 22 </ b> A, thus exhibiting excellent water stoppage.

以上の説明から明らかなように、本発明は、管が貫通している壁の管貫通部の周辺部に、壁に固定された管囲い壁部材と管との間の弾性止水部材を、圧縮部材によって圧縮させた状態で十分に圧着させることができ、これによって、高い水圧にも十分に耐える止水性の発揮が不可欠な種々の止水装置、止水構造及び止水方法等にも適用できる。   As is clear from the above description, the present invention provides an elastic water stop member between the pipe wall member fixed to the wall and the pipe at the periphery of the pipe penetration part of the wall through which the pipe penetrates. It can be sufficiently crimped in a state compressed by the compression member, and it can also be applied to various water stop devices, water stop structures and water stop methods, etc., which are indispensable to exhibit a water stop enough to withstand high water pressure. it can.

1例の止水装置を用いる止水構造の断面図である。It is sectional drawing of the water stop structure using the water stop apparatus of an example. (a)は図1の止水構造の側面図であり、(b)は図1の止水構造の正面図である。(A) is a side view of the water stop structure of FIG. 1, (b) is a front view of the water stop structure of FIG. 図1の止水装置の構成を示す斜視図である。It is a perspective view which shows the structure of the water stop apparatus of FIG. 1例の止水方法の1工程を示す断面図である。It is sectional drawing which shows 1 process of the water stop method of one example. 1例の止水方法の他の工程を示す断面図である。It is sectional drawing which shows the other process of the water stop method of an example. 1例の止水方法の更に他の工程を示す断面図である。It is sectional drawing which shows the other process of the water stop method of an example. 1例の止水方法の更に他の工程を示す断面図である。It is sectional drawing which shows the other process of the water stop method of an example. 他の例の止水装置を用いる止水構造の断面図である。It is sectional drawing of the water stop structure using the water stop apparatus of another example. 図8の止水構造の正面図である。It is a front view of the water stop structure of FIG. 1例の従来の止水装置の斜視図等である。It is a perspective view etc. of the conventional water stop apparatus of an example. 1例の従来のシーリング構造の断面図である。It is sectional drawing of the conventional conventional sealing structure.

符号の説明Explanation of symbols

1 止水構造
2 壁
3 管
4 管貫通部
5 止水装置
6 管囲い壁部材
7 弾性止水部材
8 圧縮部材
DESCRIPTION OF SYMBOLS 1 Water stop structure 2 Wall 3 Pipe 4 Pipe penetration part 5 Water stop device 6 Pipe enclosure wall member 7 Elastic water stop member 8 Compression member

Claims (7)

管が貫通する壁の管貫通部に設けられ、水の侵入を防止する止水装置であって、管の周りに所定の間隔が隔てられるように壁に固定される管囲い壁部材と、前記管及び前記管囲い壁部材の間の弾性止水部材と、前記管及び前記管囲い壁部材の間で前記弾性止水部材の外側から前記弾性止水部材を壁方向に圧縮可能なように壁又は前記管囲い壁部材に固定される圧縮部材とを具える、止水装置。   A water stop device provided at a pipe penetration portion of a wall through which the pipe penetrates to prevent intrusion of water, the pipe enclosure wall member fixed to the wall so as to be spaced a predetermined distance around the pipe; An elastic water stop member between the pipe and the tube enclosure wall member, and a wall between the pipe and the tube enclosure wall member so that the elastic water stop member can be compressed in the wall direction from the outside of the elastic water stop member. Alternatively, a water stop device comprising a compression member fixed to the pipe enclosure wall member. 弾性止水部材が、管と前記管囲い壁部材と前記圧縮部材とにより形成される空間内への液状の弾性止水材成型用材料の充填及び硬化によって形成される、請求項1記載の止水装置。   The elastic water stop member is formed by filling and curing a liquid elastic water stop material molding material into a space formed by the tube, the tube surrounding wall member, and the compression member. Water equipment. 圧縮部材が、弾性止水部材方向に移動可能な止水材押え板と、前記止水材押え板を弾性止水部材方向に移動させる移動部材とからなる、請求項1又は2記載の止水装置。   The water stop according to claim 1 or 2, wherein the compression member includes a water stop material presser plate movable in the direction of the elastic water stop member and a moving member that moves the water stop material presser plate in the direction of the elastic water stop member. apparatus. 移動部材が、前記止水材押え板を支持し管囲い壁部材に固定される支持板、前記支持板に設置され前記支持板と前記止水材押え板との間の間隔をネジ調整可能にする押えボルト及び固定ナットからなる、請求項3記載の止水装置。   A moving member supports the water-stopping material presser plate and is fixed to a tube enclosure wall member, and the distance between the support plate and the water-stopping material presser plate installed on the support plate is adjustable. The water stop device according to claim 3, comprising a presser bolt and a fixing nut. 移動部材が、壁と前記止水材押え板との間の間隔をネジ調整可能にする押えナット及びアンカーボルトからなる、請求項3記載の止水装置。   The water stop device according to claim 3, wherein the moving member includes a press nut and an anchor bolt that allow a screw to adjust a distance between the wall and the water stop material presser plate. 壁と、前記壁を貫通する管と、前記壁の管貫通部における水の侵入を防止する止水装置とを備える止水構造であって、止水装置が、管の周りに所定の間隔が隔てられるように壁に固定されている管囲い壁部材と、前記管及び前記管囲い壁部材の間の弾性止水部材と、前記管及び前記管囲い壁部材の間で前記弾性止水部材の外側から前記弾性止水部材を壁方向に圧縮するように壁又は前記管囲い壁部材に固定されている圧縮部材とを具える、止水構造。   A water stop structure comprising a wall, a pipe penetrating the wall, and a water stop device for preventing water intrusion in a pipe penetrating portion of the wall, wherein the water stop device has a predetermined interval around the pipe. A tube enclosure wall member fixed to the wall so as to be separated; an elastic water stop member between the pipe and the tube enclosure wall member; and the elastic water stop member between the pipe and the tube enclosure wall member. A water stop structure comprising: a compression member fixed to a wall or the tube surrounding wall member so as to compress the elastic water stop member in the wall direction from the outside. 管が貫通する壁の管貫通部における水の侵入を防止する止水方法であって、
(a)止水装置を準備する工程であって、前記止水装置が、管囲い壁部材と、弾性止水部材と、圧縮部材とを具えている工程、
(b)管囲い壁部材を管の周りに所定の間隔が隔てられるように壁に固定する工程、
(c)弾性止水部材を管及び管囲い壁部材の間に配置する工程、
(d)圧縮部材を、管及び管囲い壁部材の間で弾性止水部材の外側から弾性止水部材を壁方向に圧縮可能なように壁又は管囲い壁部材に固定する工程、及び
(e)圧縮部材によって、弾性止水部材を壁方向に圧縮する工程
を含む、止水方法。
A water stop method for preventing water intrusion at a pipe penetration portion of a wall through which a pipe penetrates,
(A) a step of preparing a water stop device, wherein the water stop device comprises a tube enclosure wall member, an elastic water stop member, and a compression member;
(B) fixing the pipe enclosure wall member to the wall so as to be spaced a predetermined distance around the pipe;
(C) arranging the elastic water blocking member between the pipe and the pipe wall member;
(D) fixing the compression member to the wall or the tube surrounding wall member so that the elastic water blocking member can be compressed in the wall direction from the outside of the elastic water stopping member between the pipe and the tube surrounding wall member; and (e ) A water stop method including a step of compressing the elastic water stop member in the wall direction by the compression member.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011144126A (en) * 2010-01-13 2011-07-28 Milbon Co Ltd Hair-treating agent and raw material for hair-treating agent
CN102954623A (en) * 2011-08-26 2013-03-06 上海典峰空调设备工程技术有限公司 Waterproof sealing sleeve construction process for ground source heat pump buried pipe penetrating large bottom plate of building

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0234307A (en) * 1988-07-26 1990-02-05 Teijin Ltd Manufacture of polymer containing powder additive
JPH07151271A (en) * 1993-11-30 1995-06-13 Kyokuto Gomme Kk Prevention for water leak in concrete penetration part of piping and device therefor
JP2003232056A (en) * 2002-02-05 2003-08-19 Inax Corp Piping structure
JP2003348737A (en) * 2002-05-29 2003-12-05 Keiko Inoue Water stop material for grommet

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0234307U (en) * 1988-08-31 1990-03-05

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0234307A (en) * 1988-07-26 1990-02-05 Teijin Ltd Manufacture of polymer containing powder additive
JPH07151271A (en) * 1993-11-30 1995-06-13 Kyokuto Gomme Kk Prevention for water leak in concrete penetration part of piping and device therefor
JP2003232056A (en) * 2002-02-05 2003-08-19 Inax Corp Piping structure
JP2003348737A (en) * 2002-05-29 2003-12-05 Keiko Inoue Water stop material for grommet

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011144126A (en) * 2010-01-13 2011-07-28 Milbon Co Ltd Hair-treating agent and raw material for hair-treating agent
CN102954623A (en) * 2011-08-26 2013-03-06 上海典峰空调设备工程技术有限公司 Waterproof sealing sleeve construction process for ground source heat pump buried pipe penetrating large bottom plate of building
CN102954623B (en) * 2011-08-26 2014-12-10 上海典峰空调设备工程技术有限公司 Waterproof sealing sleeve construction process for ground source heat pump buried pipe penetrating large bottom plate of building

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