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JP2013079543A - Cutoff rubber - Google Patents

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JP2013079543A
JP2013079543A JP2011220799A JP2011220799A JP2013079543A JP 2013079543 A JP2013079543 A JP 2013079543A JP 2011220799 A JP2011220799 A JP 2011220799A JP 2011220799 A JP2011220799 A JP 2011220799A JP 2013079543 A JP2013079543 A JP 2013079543A
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rubber
water
thin steel
width
plate
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Koji Marui
浩司 丸井
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Sumitomo Rubber Industries Ltd
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Sumitomo Rubber Industries Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a cutoff rubber 1 for a pipe body joint, capable of surely preventing swell due to constant water pressure load, coping with displacement of a pipe body in an earthquake, and reducing manufacturing cost.SOLUTION: A cutoff rubber 1 is arranged on the inner side of a joint part 4 between two subsurface pipe bodies 2, 3 facing each other. The cutoff rubber 1 is corrugated and is made of a rubber having a fiber base fabric 23 inside. Both ends 6, 7 of the cutoff rubber 1 are fixed to the pipe bodies 2, 3 by anchor bolts 10, 11, respectively. Holding plates 16, 17 joined to the anchor bolts 10, 11 of the pipe bodies 2, 3 respectively, extending toward a central part of the cutoff rubber 1, and for suppressing swell due to pressure generated in the cutoff rubber 1 are arranged. The tips of the holding plates 16, 17 face each other at an interval Δ equal to or larger than the width L of the joint part 4. A thin steel plate 18 having a width W equal to or larger than the interval Δ is installed between the cutoff rubber 1 and the holding plates 16, 17.

Description

この発明は、管体継手用の止水ゴムに関する。   The present invention relates to a waterproof rubber for a pipe joint.

止水ゴムは、トンネル等の地下構造物を構成するコンクリート製の管体同士の継手部を、管体内側から覆うために用いられる。
耐震対策として、止水ゴムは、止水性(地下水圧によるトンネル内側への漏水の防止)、および変位性(地震による管体の変位吸収)の機能を有している。
地震時の管体同士の変位を吸収するために、止水ゴムの形状は、U字形、波形等に余長をもたせた種々の形状がある。一方で、外水圧が止水ゴムに負荷されると、この止水ゴムの余長分はトンネル内側に膨らもうとする。
The waterstop rubber is used to cover a joint portion between concrete tubular bodies constituting an underground structure such as a tunnel from the inside of the tubular body.
As an anti-seismic measure, the water-stopping rubber has functions of water-stopping (preventing leakage of water to the inside of the tunnel due to groundwater pressure) and displaceability (absorbing displacement of the tubular body due to earthquakes).
In order to absorb the displacement between the tubular bodies at the time of an earthquake, the shape of the water stop rubber has various shapes in which a surplus length is given to a U-shape, a corrugation, and the like. On the other hand, when the external water pressure is applied to the water stop rubber, the extra length of the water stop rubber tends to swell inside the tunnel.

特に、既設構造物に取り付ける「後付け用可とう継ぎ手止水ゴム」では、トンネル内空寸法を確保するために、または既存障害物に当たらないようにするために、等の理由により、常時かかる水圧により止水ゴムが内側に膨出することを嫌う場合がある。
常時の水圧負荷に対する止水ゴムの膨らみ防止技術として、図3または図4に示す技術がある。
In particular, in the case of "waterproof rubber for retrofitting joints" to be installed on existing structures, the water pressure is always applied for reasons such as securing the empty space in the tunnel or preventing it from hitting existing obstacles. In some cases, it may be disliked that the waterproof rubber bulges inward.
There is a technique shown in FIG. 3 or FIG. 4 as a technique for preventing the swelling of the still water rubber against a constant water pressure load.

図3に示す止水ゴムでは、断面波形の止水ゴム101の内側を、筒状のカバーゴム102で覆っている(カバーゴム方式という。例えば、非特許文献1参照。)。地震時の管体の変位には、止水ゴムの変形とともに、カバーゴムの伸び変形により追随する。
また、図4に示す止水ゴムは、止水ゴム111を覆うカバーゴム112が、ナイロン基布に折り返し部112aを設けて構成され、この折り返し部112aが接着されるとともに、トッピングゴム113により止められている(折り返し方式という)。常時水圧負荷に対しては止水ゴムが膨出しないようになっているが、地震時等の大きな外力が作用したときには、折り返し部112aの接着がはずれ、止水ゴムの変形が可能となる。
In the water stop rubber shown in FIG. 3, the inside of the water stop rubber 101 having a corrugated cross section is covered with a cylindrical cover rubber 102 (referred to as a cover rubber system; for example, see Non-Patent Document 1). The displacement of the tube during an earthquake follows the deformation of the waterstop rubber and the deformation of the cover rubber.
Further, the water-stopping rubber shown in FIG. 4 includes a cover rubber 112 that covers the water-stopping rubber 111 and is formed by providing a folded portion 112a on a nylon base fabric. The folded portion 112a is adhered and stopped by a topping rubber 113. (Referred to as the folding method). Although the water stop rubber does not bulge against a constant water pressure load, when a large external force is applied during an earthquake or the like, the folded portion 112a is detached, and the water stop rubber can be deformed.

特許第3022362号公報Japanese Patent No. 30223362

日本ビィクトリック株式会社 カタログ「角型補修継手 耐震目地伸縮可とう継手 角型可とう継手」(耐震目地伸縮可とう継手VKRH型の項)Nihon Bivic Co., Ltd. Catalog “Square type repair joints Seismic joint expansion / contraction flexible joints Square type flexible joints” (Seismic joint expansion / contraction flexible joint VKRH type)

しかし、図3に示す止水ゴムでは、常時水圧負荷により止水ゴム101が膨らもうとするため、カバーゴム102にも水圧による伸びが発生し、カバーゴム102の取り付け高さが、取付け当初の初期高さよりも高くなってしまう。
また、図4に示す止水ゴムでは、カバーゴム112の製造方法として、ナイロン基布を折り返し加硫を行い、再度、折り返し部が開かないようにトッピングゴム113をバッチ当てゴム部として接着/加硫接着とすることが必要となる。その結果、製造工数が多くかかり、製造方法としても複雑である。従って、製造コストが高くなる。
However, in the water-stopping rubber shown in FIG. 3, the water-stopping rubber 101 always swells due to a water pressure load, so that the cover rubber 102 also expands due to water pressure. It will be higher than the initial height.
Further, in the waterproof rubber shown in FIG. 4, as a method for manufacturing the cover rubber 112, the nylon base fabric is folded and vulcanized, and the topping rubber 113 is bonded / added as a batch application rubber portion so that the folded portion is not opened again. Sulfur bonding is required. As a result, a lot of manufacturing steps are required and the manufacturing method is complicated. Therefore, the manufacturing cost is increased.

そこで、図5に示す止水ゴムの膨らみ防止構造が考えられる。すなわち、鋼製の一対の押さえ板121を止水ゴム122の基部から中央側へ張り出させる。各押さえ板121の基部は、対応する管体のアンカーボルトに固定し、一対の押さえ板の先端同士を間隔Δの隙間を開けて対峙させる。押さえ板121により、止水ゴムの膨らみを防止できる。
ところが、図5において、止水ゴムのはみ出しを防止するために、一対の押さえ板121間の間隔Δを管体の目地部125の幅よりも狭くすると、地震時に一対の押さえ板121同士が互いに干渉してしまう。一方、図6に示すように、一対の押さえ板121の間隔Δを管体の目地部125の幅よりも広くすると、常時水圧負荷により膨張した止水ゴム122(破線122で図示)が、一対の押さえ板121間の隙間からはみ出してしまう。
Therefore, a structure for preventing the swelling of the water stop rubber shown in FIG. 5 is conceivable. That is, a pair of steel pressing plates 121 are projected from the base of the water-stopping rubber 122 toward the center. The base of each presser plate 121 is fixed to the anchor bolt of the corresponding tubular body, and the tip ends of the pair of presser plates are opposed to each other with a gap Δ. The presser plate 121 can prevent swelling of the water stop rubber.
However, in FIG. 5, if the interval Δ between the pair of pressing plates 121 is narrower than the width of the joint portion 125 of the tubular body in order to prevent the waterproof rubber from sticking out, the pair of pressing plates 121 are mutually connected during an earthquake. It will interfere. On the other hand, as shown in FIG. 6, when the distance Δ between the pair of pressing plates 121 is made wider than the width of the joint portion 125 of the tubular body, the waterproof rubber 122 (shown by the broken line 122) that is always expanded due to a hydraulic load It protrudes from the gap between the pressing plates 121.

この発明は、このような従来技術に鑑みてなされたもので、その目的は、常時水圧負荷による膨出を確実に防止するとともに、地震時の管体の変位にも対応でき、製造コストを低減できる止水ゴムを提供することである。   The present invention has been made in view of such a conventional technique, and its purpose is to reliably prevent bulging due to a constant hydraulic load and to cope with displacement of a tubular body during an earthquake, thereby reducing manufacturing costs. It is to provide a waterproof rubber that can be used.

請求項1記載の発明は、2つの相対する地下の管体の目地部の内側に配置する止水ゴムであって、当該止水ゴムは、波型をし、繊維の基布を内部に有するゴムからなり、止水ゴムの両端は、アンカーボルトで管体に固定され、一方の管体のアンカーボルトに接合され、止水ゴムの中央部に向かって延在し、止水ゴムに生じる圧力による膨張を抑えるための押さえ板と、他方の管体のアンカーボルトに接合され、止水ゴムの中央部に向かって延在し、止水ゴムに生じる圧力による膨張を抑えるための押さえ板とが設けられ、両押さえ板の先端は、目地部の幅以上の間隔Δを開けて対峙し、さらに、止水ゴムと押さえ板との間に、前記間隔Δ以上の幅の薄鋼板を設置したことを特徴とする、管体継手用の止水ゴムである。   The invention according to claim 1 is a waterproof rubber disposed inside the joint portions of two opposing underground pipes, and the waterproof rubber has a corrugated shape and has a fiber base fabric inside. Made of rubber, both ends of the waterstop rubber are fixed to the pipe body with anchor bolts, joined to the anchor bolt of one pipe body, extended toward the center of the waterstop rubber, and pressure generated in the waterstop rubber There is a holding plate for suppressing expansion due to pressure, and a pressing plate that is joined to the anchor bolt of the other tubular body, extends toward the center of the waterproof rubber, and suppresses expansion due to pressure generated in the waterproof rubber. Provided, the tips of both pressing plates face each other with a gap Δ greater than the width of the joint, and a thin steel plate with a width equal to or larger than the gap Δ is installed between the water stop rubber and the pressing plate. It is a water-stopping rubber for pipe joints.

請求項2記載の発明は、前記押さえ板の先端側には、前記薄鋼板が重なり合う部分が存在し、一方の押さえ板の基部から先端方向への寸法であって、前記薄鋼板が重なり合う部分までの長さをΔ1とし、他方の押さえ板の基部から先端方向への寸法であって、前記薄鋼板が重なり合う部分までの長さをΔ2としたときに、前記薄鋼板の幅Wは、
Δ<W<Δ1+Δ2
の関係を満たしていることを特徴とする請求項1記載の管体継手用の止水ゴムである。
According to a second aspect of the present invention, there is a portion where the thin steel plates overlap on the distal end side of the pressing plate, and the dimension from the base portion of one pressing plate to the distal end direction, to the portion where the thin steel plates overlap. Is the dimension from the base of the other pressing plate to the tip direction, and the length to the portion where the thin steel plates overlap is Δ2, the width W of the thin steel plate is:
Δ <W <Δ1 + Δ2
The water-stopping rubber for pipe joints according to claim 1, wherein the relationship is satisfied.

請求項1記載の発明によれば、両押さえ板と薄鋼板とにより、止水ゴムを覆うことができるので、常時水圧負荷による止水ゴムの膨出を確実に防ぐことができる。両押さえ板の先端の間隔Δが目地部の幅以上に設定されているので、地震等により目地部が狭くなる縮み変形時に、両押さえ板の先端同士の干渉が防止される。従って、地震時に止水ゴムの変形が妨げられることはない。また、止水ゴムの膨出の防止に、通例安価に製造できる一対の押さえ板および薄鋼板を利用するので、製造コストを安価にできる。   According to the first aspect of the present invention, the water stop rubber can be covered by the both pressing plates and the thin steel plate, so that it is possible to reliably prevent the water stop rubber from bulging due to a constant hydraulic load. Since the distance Δ between the tips of both pressing plates is set to be equal to or greater than the width of the joint, interference between the tips of both pressing plates can be prevented when the joint is narrowed and deformed due to an earthquake or the like. Therefore, the deformation of the waterproof rubber is not hindered during an earthquake. Further, since a pair of pressing plates and a thin steel plate, which can be usually manufactured at low cost, are used for preventing the swelling of the water stop rubber, the manufacturing cost can be reduced.

請求項2の発明によれば、地震等により目地部が狭くなる縮み変形時に、薄鋼板が両押さえ板の基部間で突っ張ることがないので、押さえ板に対して変位可能であり、ひいては、止水ゴムの変形が妨げられることが防止される。   According to the invention of claim 2, the thin steel plate is not stretched between the base portions of the two pressing plates at the time of shrinkage deformation in which the joint portion becomes narrow due to an earthquake or the like. The deformation of the water rubber is prevented from being hindered.

図1は、この発明の一実施形態の管体継手用の止水ゴムの一部断面図である。FIG. 1 is a partial cross-sectional view of a water blocking rubber for a pipe joint according to an embodiment of the present invention. 図2は、この発明の実施例の止水ゴムの一部断面図である。FIG. 2 is a partial cross-sectional view of a waterproof rubber according to an embodiment of the present invention. 図3は、従来の止水ゴムの一部断面図である。FIG. 3 is a partial cross-sectional view of a conventional waterproof rubber. 図4は、従来の他の止水ゴムの一部断面図である。FIG. 4 is a partial cross-sectional view of another conventional waterproof rubber. 図5は、関連技術としての止水ゴムの一部断面図であり、押さえ板同士の間隔が狭い状態を示す。FIG. 5 is a partial cross-sectional view of water-stopping rubber as a related technique, and shows a state where the interval between the pressing plates is narrow. 図6は、関連技術としての止水ゴムの一部断面図であり、押さえ板同士の間隔が広い状態を示す。FIG. 6 is a partial cross-sectional view of water-stopping rubber as a related technique, and shows a state where the interval between the pressing plates is wide.

以下では、この発明の実施の形態を、添付図面を参照して詳細に説明する。
図1は、この発明の一実施形態の管体継手用の止水ゴム1の一部断面図である。
止水ゴム1は、2つの相対する地下の管体2,3(一部のみ図示)の目地部4の内側に配置されている。図1において、上方が管体2,3で囲まれた内側空間を示している。これら一対の管体2,3は、互いに隣接し、その内部が互いに連通した状態で地下に埋設されて、トンネル等の地下構造物の少なくとも一部を構成している。管体2,3のつなぎ目である目地部4は、例えば、管体2,3の端面に沿って配置された環状の弾性継手により構成されている。目地部4の内側を覆うように、止水ゴム1の両端部6,7が、各管体2,3の内面8,9にアンカーボルト10,11およびナット12,13により固定されている。
Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
FIG. 1 is a partial cross-sectional view of a waterproof rubber 1 for a pipe joint according to an embodiment of the present invention.
The water blocking rubber 1 is disposed inside the joint portion 4 of two opposing underground pipes 2 and 3 (only a part is shown). In FIG. 1, the inner space surrounded by the tubular bodies 2 and 3 is shown. The pair of tube bodies 2 and 3 are adjacent to each other and buried in the basement in a state where the insides thereof communicate with each other, and constitute at least a part of an underground structure such as a tunnel. The joint portion 4 that is a joint between the tubular bodies 2 and 3 is configured by, for example, an annular elastic joint disposed along the end surfaces of the tubular bodies 2 and 3. Both end portions 6 and 7 of the waterproof rubber 1 are fixed to the inner surfaces 8 and 9 of the tubular bodies 2 and 3 by anchor bolts 10 and 11 and nuts 12 and 13 so as to cover the inside of the joint portion 4.

アンカーボルト10,11の一端は、対応する管体2,3に埋設されることにより固定されている。アンカーボルト10,11の他端には雄ねじが形成されており、この雄ねじにナット12,13がねじ嵌合されている。
また、止水ゴム1の中間部14を内側から覆うように、止水ゴム1に生じる圧力による膨張を抑えるための一対の押さえ板16,17と薄鋼板18とが設けられている。各押さえ板16,17の後述する基部25は、止水ゴム1の対応する端部6,7と共締め状態で、対応する管体2,3に接合されている。薄鋼板18は、一方の押さえ板16の後述する延設部26と止水ゴム1との間に変位可能な状態で挟み込まれており、これとともに、他方の押さえ板17の延設部26と止水ゴム1との間に変位可能な状態で挟み込まれている。
One end of the anchor bolts 10 and 11 is fixed by being embedded in the corresponding tube bodies 2 and 3. A male screw is formed at the other end of the anchor bolts 10 and 11, and nuts 12 and 13 are screwed into the male screw.
In addition, a pair of pressing plates 16 and 17 and a thin steel plate 18 are provided so as to cover the intermediate portion 14 of the water blocking rubber 1 from the inside to suppress expansion due to pressure generated in the water blocking rubber 1. A base portion 25 to be described later of each pressing plate 16, 17 is joined to the corresponding tube body 2, 3 in a state of being fastened together with the corresponding end portion 6, 7 of the water blocking rubber 1. The thin steel plate 18 is sandwiched between an extension portion 26 (described later) of the one pressing plate 16 and the waterstop rubber 1, and together with the extension portion 26 of the other pressing plate 17, It is sandwiched between the still water rubber 1 in a displaceable state.

止水ゴム1は、繊維の基布23を内部に有するゴムからなる。例えば、止水ゴム1は、基布23とゴムとの総厚みが5〜20mmで形成されている。ゴムとしては、例えば、天然ゴム系、クロロプレン系、EPDM系のゴムを利用できる。繊維の基布23としては、例えば、ナイロン基布を利用できる。
止水ゴム1は、波形断面を有する板状をなし、紙面垂直方向に延びている。止水ゴム1は、管体2,3の軸線に沿う軸方向Xについての一対の端部6,7および中間部14を有している。中間部14は、断面波型をなしており、軸方向Xについて伸縮可能である。端部6,7は、平板状をなし、アンカーボルト10,11を挿通するための挿通孔を有しており、固定部として機能する。
The waterstop rubber 1 is made of rubber having a fiber base fabric 23 therein. For example, the waterproof rubber 1 is formed with a total thickness of the base fabric 23 and the rubber of 5 to 20 mm. As the rubber, for example, natural rubber, chloroprene, or EPDM rubber can be used. As the fiber base fabric 23, for example, a nylon base fabric can be used.
The waterstop rubber 1 has a plate shape having a corrugated cross section, and extends in a direction perpendicular to the paper surface. The waterstop rubber 1 has a pair of end portions 6 and 7 and an intermediate portion 14 in the axial direction X along the axis of the tubular bodies 2 and 3. The intermediate portion 14 has a cross-sectional corrugated shape and can be expanded and contracted in the axial direction X. The end portions 6 and 7 have a flat plate shape, have insertion holes for inserting the anchor bolts 10 and 11, and function as fixing portions.

一対の押さえ板16,17は、同様に構成されている。それぞれの押さえ板16,17の同じ機能を有する構成については同じ名称および同じ符号を付す。
押さえ板16,17は、断面L字形形状の基部25と、軸方向Xについて基部25からの止水ゴム1の中央部1cに向かって所定長で延在する平板状の延設部26とを有している。基部25と延設部26とは、鋼製であり、溶接構造により一体に形成されている。
The pair of pressing plates 16 and 17 are configured similarly. About the structure which has the same function of each holding | suppressing board 16 and 17, the same name and the same code | symbol are attached | subjected.
The holding plates 16 and 17 include a base portion 25 having an L-shaped cross section and a plate-like extension portion 26 extending in a predetermined length from the base portion 25 toward the central portion 1c of the waterproof rubber 1 in the axial direction X. Have. The base portion 25 and the extending portion 26 are made of steel and are integrally formed by a welding structure.

一対の押さえ板16,17の基部25は、止水ゴム1の中間部14を挟んだ両側に配置されている。両押さえ板16,17の延設部26は、基部25から互いに逆向きに延びており、延設部26の先端同士は、目地部4の幅L以上の間隔Δ(Δ≧L)を開けて互いに対峙している。また、延設部26は、止水ゴム1の中間部14の波形の高さに見合う距離で、管体2,3の内面8,9から離れて、基部25により支持されている。   The base portions 25 of the pair of pressing plates 16 and 17 are disposed on both sides of the intermediate portion 14 of the water blocking rubber 1. The extending portions 26 of the pressing plates 16 and 17 extend in the opposite directions from the base portion 25, and the ends of the extending portions 26 have an interval Δ (Δ ≧ L) greater than the width L of the joint portion 4. Are facing each other. The extended portion 26 is supported by the base 25 at a distance commensurate with the corrugated height of the intermediate portion 14 of the waterstop rubber 1 and away from the inner surfaces 8 and 9 of the tubular bodies 2 and 3.

薄鋼板18は、平板形状をなしており、例えば、ステンレス鋼等の鋼板により形成されている。薄鋼板18は、いずれの押さえ板16,17にも止水ゴム1にも固定されていないので、押さえ板16,17の延設部26の延びる方向に自由に変位できる。
また、薄鋼板18の幅方向(前述の軸方向Xに相当する)について、薄鋼板18の一部としての一方の端部と、一方の押さえ板16の延設部26の先端側の一部とが、互いに重なりあっている。これとともに、薄鋼板18の一部としての他方の端部と、他方の押さえ板17の延設部26の先端側の一部とが、互いに重なりあっている。
The thin steel plate 18 has a flat plate shape, and is formed of a steel plate such as stainless steel, for example. Since the thin steel plate 18 is not fixed to any of the pressing plates 16 and 17 and the waterproof rubber 1, it can be freely displaced in the extending direction of the extending portion 26 of the pressing plates 16 and 17.
Further, with respect to the width direction of the thin steel plate 18 (corresponding to the above-described axial direction X), one end as a part of the thin steel plate 18 and a part on the front end side of the extending portion 26 of the one pressing plate 16. Are overlapping each other. At the same time, the other end as a part of the thin steel plate 18 and a part on the distal end side of the extending portion 26 of the other pressing plate 17 are overlapped with each other.

止水ゴム1の中央部14は、常時水圧負荷により変形する(図1に変形した中央部14の輪郭の一部を破線で図示)が、押さえ板16,17および薄鋼板18により区画される内部に収容されている。
両押さえ板16,17の延設部26の先端の間隔Δが目地部4の幅L以上に設定されているので、地震等により目地部4が狭くなる縮み変形時に、両押さえ板16,17の延設部26の先端同士の干渉が防止される。また、薄鋼板18は、押さえ板16,17に対して変位しつつ、隙間27を塞ぐ。
The central portion 14 of the water-stopping rubber 1 is always deformed by a hydraulic load (a part of the contour of the deformed central portion 14 is shown by a broken line in FIG. 1), but is partitioned by the pressing plates 16 and 17 and the thin steel plate 18. Housed inside.
Since the distance Δ between the tips of the extending portions 26 of the pressing plates 16 and 17 is set to be equal to or greater than the width L of the joint portion 4, both the pressing plates 16 and 17 can be deformed when the joint portion 4 becomes narrow due to an earthquake or the like. Interference between the ends of the extended portion 26 is prevented. Further, the thin steel plate 18 closes the gap 27 while being displaced with respect to the pressing plates 16 and 17.

よって、止水ゴム1の膨出の防止に、一対の押さえ板16,17および薄鋼板18を利用するので、製造コストを安価にできる。
なお、薄鋼板18の幅Wは、前述した押さえ板16,17の延設部26の先端間の間隔Δ以上の値に設定されていればよい。これにより、押さえ板16,17間の隙間27を塞ぐことができる。また、隙間27を確実に且つ容易に塞ぐ観点からは、薄鋼板18の幅Wは、間隔Δよりも所定長さで長い寸法に設定されているのが好ましい。
Therefore, since the pair of pressing plates 16 and 17 and the thin steel plate 18 are used to prevent the waterproof rubber 1 from bulging, the manufacturing cost can be reduced.
Note that the width W of the thin steel plate 18 may be set to a value equal to or greater than the interval Δ between the tips of the extending portions 26 of the pressing plates 16 and 17 described above. Thereby, the gap 27 between the pressing plates 16 and 17 can be closed. Further, from the viewpoint of reliably and easily closing the gap 27, the width W of the thin steel plate 18 is preferably set to a dimension longer than the interval Δ by a predetermined length.

さらに、この実施形態では、一方の押さえ板16の延設部26において薄鋼板18と重ならない部分の長さをΔ1とし、他方の押さえ板17の延設部26において薄鋼板18と重ならない部分の長さをΔ2としたときに、薄鋼板18の幅Wは、
Δ<W<Δ1+Δ2
の関係を満たすように、設定されている。
Furthermore, in this embodiment, the length of the portion that does not overlap the thin steel plate 18 in the extended portion 26 of one pressing plate 16 is Δ1, and the portion that does not overlap the thin steel plate 18 in the extended portion 26 of the other pressing plate 17. The width W of the thin steel plate 18 is
Δ <W <Δ1 + Δ2
It is set to satisfy the relationship.

これにより、地震等により目地部4が狭くなる縮み変形時に、薄鋼板18が両押さえ板16,17の基部25間で突っ張ることがないので、薄鋼板18は押さえ板16,17に対して変位可能であり、ひいては、止水ゴム1の変形が妨げられることが防止される。   As a result, the thin steel plate 18 is not stretched between the base portions 25 of the presser plates 16 and 17 at the time of contraction deformation in which the joint portion 4 becomes narrow due to an earthquake or the like, so that the thin steel plate 18 is displaced with respect to the presser plates 16 and 17. This is possible, and as a result, the deformation of the waterproof rubber 1 is prevented from being hindered.

図2は、この発明の実施例の止水ゴム51の一部断面図である。
実施例の止水ゴム51は、図1に示す止水ゴム1とは、止水ゴム1,51の中間部14の波形の頭部の数について相異なるが、他の点では同じであり、対応する構成については同じ符号を付す。実施例の止水ゴム51は、図2に示す寸法で形成され、以下の試験が実施された。
FIG. 2 is a partial cross-sectional view of the still water rubber 51 of the embodiment of the present invention.
The water-stopping rubber 51 of the embodiment differs from the water-stopping rubber 1 shown in FIG. 1 with respect to the number of corrugated heads of the intermediate portion 14 of the water-stopping rubber 1, 51, but is the same in other respects, Corresponding components are given the same reference numerals. The water stop rubber 51 of the example was formed with the dimensions shown in FIG. 2 and the following tests were performed.

また、比較例の止水ゴム(図示せず)が製造され、同様の試験が実施された。比較例の止水ゴムは、薄鋼板で覆われていない点で実施例の止水ゴム51と異なっているが、他の点については実施例の止水ゴム51と同じである。
[試験と結果]
実施例の止水ゴム51を、管体2,3に相当する試験治具に固定し、管体2,3と止水ゴム51との間に水圧を負荷する。
Moreover, the water-stopping rubber (not shown) of a comparative example was manufactured, and the same test was implemented. The water-stopping rubber of the comparative example is different from the water-stopping rubber 51 of the embodiment in that it is not covered with a thin steel plate, but the other points are the same as the water-stopping rubber 51 of the embodiment.
[Test and results]
The water stop rubber 51 of the embodiment is fixed to a test jig corresponding to the pipe bodies 2 and 3, and a water pressure is applied between the pipe bodies 2 and 3 and the water stop rubber 51.

具体的には、止水ゴム51は、紙面垂直方向について1030mmの長さで形成され、紙面垂直方向の両端部も治具で密封された状態で、試験が行われた。また、アンカーボルト10,11の締付トルクは、80N・mとされた。
水圧は、予め定める圧力(0.1MPa)に高められて、この状態で所定時間(1時間)保持され、止水ゴム51の膨出が発生していないかが目視で確認される。ここで、前述した予め定める圧力(0.1MPa)は、通常想定される値(設計値)である。
Specifically, the water-stopping rubber 51 was formed with a length of 1030 mm in the vertical direction on the paper surface, and the test was performed in a state where both ends in the vertical direction on the paper surface were sealed with a jig. The tightening torque of the anchor bolts 10 and 11 was 80 N · m.
The water pressure is increased to a predetermined pressure (0.1 MPa) and held in this state for a predetermined time (1 hour), and it is visually confirmed whether or not the water stop rubber 51 has bulged. Here, the predetermined pressure (0.1 MPa) described above is a normally assumed value (design value).

次に、水圧は0.15MPaに高められ、この状態で所定時間(1カ月)保持され、膨出の有無が同様に確認される。
実施例の止水ゴム51には、通常想定される水圧よりも厳しい0.15MPaで1カ月の経過後においても、膨出は発生していないことが確認された。また、漏水も発生していないことが確認された。
Next, the water pressure is increased to 0.15 MPa, and this state is maintained for a predetermined time (one month), and the presence or absence of bulging is similarly confirmed.
In the water stop rubber 51 of the example, it was confirmed that no swelling occurred even after 1 month at 0.15 MPa, which is severer than the normally assumed water pressure. It was also confirmed that no water leak occurred.

一方、比較例の止水ゴムに対して同様の試験を行おうとしたが、前述の予め定める圧力に達するまでの低い圧力(0.01〜0.02MPa)において膨出が発生した。
なお、この発明は、以上の記載に限定されるものではなく、特許請求の範囲に記載した事項の範囲において、種々の設計変更を施すことが可能である。
On the other hand, the same test was tried for the water-stopping rubber of the comparative example, but swelling occurred at a low pressure (0.01 to 0.02 MPa) until the above-described predetermined pressure was reached.
The present invention is not limited to the above description, and various design changes can be made within the scope of the matters described in the claims.

1,51 止水ゴム
1c 中央部
2,3 管体
4 目地部
6,7 端部
10,11 アンカーボルト
16,17 押さえ板
18 薄鋼板
23 基布
25 基部
L 目地部の幅
W 薄鋼板の幅
Δ 間隔
1, 51 Water-stop rubber 1c Center part 2, 3 Tube body 4 Joint part 6, 7 End part 10, 11 Anchor bolt 16, 17 Holding plate 18 Steel sheet 23 Base cloth 25 Base part L Width of joint part W Width of steel sheet Δ interval

Claims (2)

2つの相対する地下の管体の目地部の内側に配置する止水ゴムであって、
当該止水ゴムは、波型をし、繊維の基布を内部に有するゴムからなり、
止水ゴムの両端は、アンカーボルトで管体に固定され、
一方の管体のアンカーボルトに接合され、止水ゴムの中央部に向かって延在し、止水ゴムに生じる圧力による膨張を抑えるための押さえ板と、
他方の管体のアンカーボルトに接合され、止水ゴムの中央部に向かって延在し、止水ゴムに生じる圧力による膨張を抑えるための押さえ板とが設けられ、
両押さえ板の先端は、目地部の幅以上の間隔Δを開けて対峙し、
さらに、止水ゴムと押さえ板との間に、前記間隔Δ以上の幅の薄鋼板を設置したことを特徴とする、管体継手用の止水ゴム
A waterproof rubber placed inside the joints of two opposing underground pipes,
The water-stopping rubber is made of rubber that has a corrugated shape and has a fiber base fabric inside.
Both ends of the still water rubber are fixed to the tube with anchor bolts,
A holding plate that is joined to the anchor bolt of one pipe body, extends toward the center of the waterstop rubber, and suppresses expansion due to pressure generated in the waterstop rubber,
It is joined to the anchor bolt of the other pipe, extends toward the center of the water-stopping rubber, and is provided with a pressing plate for suppressing expansion due to pressure generated in the water-stopping rubber,
The tips of both holding plates face each other with an interval Δ greater than the width of the joint,
Further, a waterproof rubber for tubular joints, characterized in that a thin steel plate having a width equal to or greater than the distance Δ is installed between the waterproof rubber and the pressing plate.
前記押さえ板の先端側には、前記薄鋼板が重なり合う部分が存在し、
一方の押さえ板の基部から先端方向への寸法であって、前記薄鋼板が重なり合う部分までの長さをΔ1とし、他方の押さえ板の基部から先端方向への寸法であって、前記薄鋼板が重なり合う部分までの長さをΔ2としたときに、
前記薄鋼板の幅Wは、
Δ<W<Δ1+Δ2
の関係を満たしていることを特徴とする、請求項1記載の管体継手用の止水ゴム。
On the tip side of the pressing plate, there is a portion where the thin steel plates overlap,
The length from the base of one holding plate to the tip direction, the length from the base of the other holding plate to the tip direction is Δ1, and the length from the base of the other holding plate to the tip direction. When the length to the overlapping part is Δ2,
The width W of the thin steel plate is
Δ <W <Δ1 + Δ2
The water-stopping rubber for pipe joints according to claim 1, wherein the relationship is satisfied.
JP2011220799A 2011-10-05 2011-10-05 Cutoff rubber Pending JP2013079543A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20140142666A (en) * 2013-06-04 2014-12-12 니혼 빅토릭 가부시끼가이샤 Expansion joint for concrete structure
JP2015155613A (en) * 2014-02-20 2015-08-27 住友ゴム工業株式会社 Presser plate for water cutoff rubber
CN111749281A (en) * 2020-08-06 2020-10-09 深圳市清华苑建筑与规划设计研究有限公司 Deformation joint waterproof structure and method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006161441A (en) * 2004-12-08 2006-06-22 Ise Kogyo:Kk Telescopic post-construction type flexible joint device of concrete structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006161441A (en) * 2004-12-08 2006-06-22 Ise Kogyo:Kk Telescopic post-construction type flexible joint device of concrete structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20140142666A (en) * 2013-06-04 2014-12-12 니혼 빅토릭 가부시끼가이샤 Expansion joint for concrete structure
KR102159841B1 (en) * 2013-06-04 2020-09-24 니혼 빅토릭 가부시끼가이샤 Expansion joint for concrete structure
JP2015155613A (en) * 2014-02-20 2015-08-27 住友ゴム工業株式会社 Presser plate for water cutoff rubber
CN111749281A (en) * 2020-08-06 2020-10-09 深圳市清华苑建筑与规划设计研究有限公司 Deformation joint waterproof structure and method

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