JP6625881B2 - Band-shaped rubber member, repair member, inner surface repair structure of existing pipeline - Google Patents

Band-shaped rubber member, repair member, inner surface repair structure of existing pipeline Download PDF

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JP6625881B2
JP6625881B2 JP2015250997A JP2015250997A JP6625881B2 JP 6625881 B2 JP6625881 B2 JP 6625881B2 JP 2015250997 A JP2015250997 A JP 2015250997A JP 2015250997 A JP2015250997 A JP 2015250997A JP 6625881 B2 JP6625881 B2 JP 6625881B2
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rubber member
shaped rubber
ring
repair
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鈴木 寛之
寛之 鈴木
重夫 末富
重夫 末富
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帝国ヒューム管東日本株式会社
吾嬬ゴム工業株式会社
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Description

本発明は、下水道や排水路等の管路(管渠を含む)の対象箇所または管路同士の接続部を補修したり耐震化したりする際に用いる帯状ゴム部材と、該帯状ゴム部材を用いた補修部材、該補修部材による既設管路の内面補修構造に関するものである。   The present invention relates to a belt-shaped rubber member used for repairing or seismic-proofing a target portion of a pipeline (including a sewer) such as a sewer or a drainage channel or a joint between pipelines, and using the belt-shaped rubber member. The present invention relates to a repair member which has been repaired, and an inner surface repair structure of an existing pipeline by the repair member.

下水道や工場排水の排水路等の管路は、日本の高度成長に伴うインフラの近代化、都市整備、環境整備等により数多く地中に敷設されてきたが、一般的に約50年と言われる耐用年数の期限を迎え、これらの老朽化がクローズアップされてきている。   A large number of pipelines, such as drains for sewers and industrial drains, have been laid underground due to modernization of infrastructure, urban development, and environmental improvement accompanying the rapid growth of Japan, but are generally said to be about 50 years old. With the end of its useful life, these aging processes have been highlighted.

老朽化が進んだ管路は新しいものに取り換える必要があるが、耐用年数を超えたものが数多くあるため、取り換えるには莫大なコストや労力がかかり実行するには難がある。したがって、多くは応急処置として劣化箇所や損傷個所の補修を行うのが現状であり、そのための補修技術も検討されてきている。特に、管路の内面は流体による物理的浸食や化学的浸食等による劣化が進みやすいので、前記補修技術の多くは内面補修技術である。   Aged pipelines need to be replaced with new ones, but since many of them have exceeded their useful lives, replacing them requires enormous cost and labor and is difficult to implement. Therefore, at present, repair of a deteriorated portion or a damaged portion is performed as an emergency measure, and repair techniques therefor are being studied. In particular, since the inner surface of the conduit is likely to deteriorate due to physical erosion, chemical erosion, or the like due to a fluid, most of the repair techniques are inner surface repair techniques.

例えば、特許文献1には、外周に細い溝を設けた弾力性のある円筒状のシールバンドと、これを管渠の内壁に圧接するために拡げることができる拡張バンドを前記シールバンドの内側に装着して管渠のジョイント部をシールする構造が記載されている。   For example, in Patent Literature 1, an elastic cylindrical seal band provided with a thin groove on the outer periphery, and an expansion band that can be expanded so as to be pressed against the inner wall of the sewer are provided inside the seal band. A structure for mounting and sealing a joint part of a sewer is described.

また、特許文献2には、一側管体の内面から他側管体の内面に至るように配置される主ゴムリングと、両側管体の内面と主ゴムリングとの間に各々介装される2つの補助ゴムリングと、前記主ゴムリングを前記両側管体の内面に各々圧接させるために配置される一組の拡張バンドを備えた管内面補修継手が記載されている。   Further, in Patent Document 2, a main rubber ring disposed from the inner surface of one side tube to the inner surface of the other side tube, and a main rubber ring interposed between the inner surface of both side tubes and the main rubber ring, respectively. There is described a pipe inner surface repair joint having two auxiliary rubber rings and a set of expansion bands arranged to press the main rubber ring against the inner surfaces of the two side tubes, respectively.

一方、東日本大震災以降、比較的大きな地震が多発しているが、地震や地震に伴う地盤隆起や地盤沈下により管路にひび割れが生じたり管路同士の接続部にズレや抜け出し、屈曲といった損壊が生じる虞があるため、既設管路や既設管路同士の接続部を補修する際には、これらの耐震化も考慮しておく必要がある。   On the other hand, since the Great East Japan Earthquake, relatively large earthquakes have occurred frequently, but cracks have occurred in pipelines due to earthquakes and ground uplift and land subsidence due to earthquakes, and damage such as displacement, slipping out and bending at the connection between pipelines has been observed. Therefore, when repairing existing pipelines and connecting portions between the existing pipelines, it is necessary to consider their seismic resistance.

実用新案第3003786号公報Japanese Utility Model No. 3003786 特開2015−98943号公報JP-A-2005-98943 特開2015−175449号公報JP 2015-175449 A

ゴムバンド(ゴムリング)等の弾性部材を用いた既設管路や既設管路同士の接続部の内面補修技術は幾つかあるが、いずれも前記損壊等により起こる地下水の管路内面と前記弾性部材裏面との隙間への侵入に起因する管路内面から内側に向かっての水圧による前記弾性部材への外圧により発生することがある前記弾性部材の内側に向かっての「膨らみ」(膨らみ現象)は考慮されておらず、耐震においても前記弾性部材の伸縮性、可塑性といった特性も必ずしも十分生かしきれているとは言えない。前記「膨らみ」(膨らみ現象)が生じると、弾性部材を管路内面に固定する固定部材が外れ易くなったり、弾性部材の劣化が進むといった問題が生じる。   There are several techniques for repairing the inner surface of an existing pipeline or a connection between existing pipelines using an elastic member such as a rubber band (rubber ring). The "bulge" (bulge phenomenon) of the elastic member toward the inside which may be generated by the external pressure on the elastic member due to the water pressure from the inner surface to the inside due to the intrusion into the gap with the back surface. It is not considered, and it cannot be said that the characteristics such as elasticity and plasticity of the elastic member are fully utilized even in earthquake resistance. When the "bulge" (bulge phenomenon) occurs, there arises a problem that a fixing member for fixing the elastic member to the inner surface of the conduit is easily detached, and the elastic member is deteriorated.

例えば、特許文献3のように、金属製の筒状スリーブを用いてライニング材(弾性部材に対応)を既設管の内面に押圧固定する補修方法があるが、このような剛性の高い金属筒(金属製リング)を用いた方法だと前記「膨らみ」は抑制できるが、弾性部材の伸縮性や可塑性といった特性をも抑制してしまうため弾性部材特有の柔軟性・追従性の性能を活かせず、耐震性能は悪くなってしまう。したがって、上述のような地震による損壊に対し、必ずしも耐震性があるものにはならない。   For example, as in Patent Literature 3, there is a repair method in which a lining material (corresponding to an elastic member) is pressed and fixed to the inner surface of an existing pipe using a metal tubular sleeve. The method using a (metal ring) can suppress the "bulge", but also suppresses characteristics such as elasticity and plasticity of the elastic member, so that the flexibility / following performance of the elastic member cannot be utilized, Seismic performance deteriorates. Therefore, it does not necessarily have earthquake resistance against damage caused by the above-mentioned earthquake.

本発明は、上述のような課題の解決を図ったものであり、管路の対象箇所または管路同士の接続部を補修したり耐震化したりする際に、前記管路または前記接続部の内周面及び/又は外周面に装着して用いるものであって、一面側からの外圧による対面側への「膨らみ(湾曲)」を抑制した帯状ゴム部材、該帯状ゴム部材を用いた既設管路または既設管路同士の接続部の補修部材、該補修部材を用いた既設管路の内面補修構造を提供することを目的とする。   The present invention has been made to solve the problems described above, and when repairing or seismic-proofing a target portion of a pipeline or a joint between the pipelines, the inside of the pipeline or the connection portion is required. A belt-shaped rubber member which is used by being attached to a peripheral surface and / or an outer peripheral surface, and which suppresses “bulging (curving)” to the opposite side due to external pressure from one surface side, and an existing pipeline using the belt-shaped rubber member Another object of the present invention is to provide a member for repairing a connection between existing pipelines and a structure for repairing the inner surface of an existing pipeline using the repair member.

本発明の一つは帯状ゴム部材に関するものであり、本願の請求項1に係る発明は、「管路の対象箇所または管路同士の接続部を補修したり耐震化したりする際に、前記管路または前記接続部の内周面及び/又は外周面に装着して用いる帯状ゴム部材であって、該帯状ゴム部材の少なくとも片側の帯表面に伸縮性と可撓性を有し、ゴムシートと繊維シートとの積層シートとして構成される帯状の膨らみ抑制補強シートが、繊維シートを表面側にして帯の長手方向に固着されていることを特徴とする帯状ゴム部材」である。 One aspect of the present invention relates to a belt-shaped rubber member, and the invention according to claim 1 of the present application is directed to a method for repairing or quakeproofing a target portion of a pipeline or a joint between pipelines. a belt-shaped rubber member used to mount the road or the inner peripheral surface and / or the outer peripheral surface of the connecting portion, possess at least one side of the strip surface of the belt-shaped rubber member, stretchability and flexibility, rubber sheet a strip of the bulge suppressing reinforcement sheet that will be configured as a laminated sheet with a fiber sheet, a fiber sheet to the surface side strip rubber member, wherein the benzalkonium been fixed in the longitudinal direction of the band. "

本発明で言う「管路」とは管渠の概念を含むものであり、管内に人が入って作業ができる程度のコンクリートもしくはFRP等の樹脂を主体とした大型管である。コンクリート製品としてはヒューム管、ボックスカルバート、暗渠、マンホール等の立坑であり、例えば、ヒューム管の場合は内径が800mm以上のものである。   The term "pipe" as used in the present invention includes the concept of a sewer, and is a large pipe mainly made of concrete or a resin such as FRP or the like, which allows a person to work inside the pipe. Concrete products include shafts such as fume tubes, box culverts, culverts, and manholes. For example, a fume tube has an inner diameter of 800 mm or more.

これらのものは、生活用水の下水管、工場の排水管、水道の導水管、熱供給管などとして使われてきており、老朽化、劣化が問題となってきている。また、阪神大震災や東日本大震災の発生以降、耐震化も緊急課題となっている。   These have been used as sewage pipes for domestic water, drainage pipes for factories, water pipes for water supply, heat supply pipes, etc., and their deterioration and deterioration have become a problem. Since the Great Hanshin Earthquake and the Great East Japan Earthquake, earthquake resistance has become an urgent issue.

また、「接続部」とは、上記管路における同種のものを横方向や縦方向や斜め方向に繋ぐ継手部である。例えば、横方向に隣り合うヒューム管同士の継手部、組立マンホールにおける縦方向に隣り合うマンホール部材の継手部などである。   Further, the “connection portion” is a joint portion that connects the same type of pipe in the horizontal direction, the vertical direction, and the oblique direction. For example, a joint portion between fume tubes adjacent in the horizontal direction, a joint portion between manhole members adjacent in the vertical direction in an assembly manhole, and the like.

本発明の帯状ゴム部材は、ゴムを主体とした帯形状のものであり、一般的には、前記管路の対象箇所または前記管路同士の接続部を補修したり耐震化したりする際に、環状にしたものを前記管路または前記接続部の内周面及び/又は外周面に装着して用いる。前記「帯表面」とは、帯状ゴム部材の表面を言う。   The belt-shaped rubber member of the present invention is a belt-shaped rubber-based material, and generally, when repairing or earthquake-resistant a target portion of the pipeline or a connection portion between the pipelines, An annular member is mounted on the inner peripheral surface and / or outer peripheral surface of the pipe or the connecting portion for use. The “band surface” refers to the surface of the band-shaped rubber member.

前記管路もしくは前記接続部を内面補修する場合は内周面に、外面補修する場合は外周面に、耐震化や耐震補修をする場合は内周面と外周面の両面に装着(圧着固定)する。圧着固定は、内周面への装着の場合は後述の一組の拡張固定バンドにより、外周面への装着の場合は前記拡張固定バンドの拡張性能を締付け性能(緊縮性能)に替えた一組の締付け固定バンドにより行うのが好ましい。   Attach to the inner peripheral surface when repairing the pipeline or the connection part on the inner surface, to the outer peripheral surface when repairing the outer surface, or to both the inner and outer peripheral surfaces when performing seismic or seismic repair (crimp fixing) I do. The crimping and fixing is performed by using a set of extended fixing bands described later when the fixing band is attached to the inner peripheral surface, and by replacing the expanding performance of the extended fixing band with the tightening performance (constriction performance) when attaching to the outer peripheral surface. It is preferable to use a tightening and fixing band.

前記ゴムの種類は、従来から下水道やマンホールや工場の排水路に用いられているもので伸縮性と可塑性を有するものであれば特に限定されない。例えば、「JIS K 6353 水道用ゴム(IV類)」に規定されるもの、それと同等の合成ゴムなどである。ゴムの伸縮性と可塑性(変形性能)は、ゴムの強度・耐久性に悪影響を及ぼさない範囲で大きい方が望ましく、少なくとも従来から下水管やマンホールの継手部に使用されているものと比べ同等以上がよい。   The type of the rubber is not particularly limited as long as it has been conventionally used for sewers, manholes, and drains of factories and has elasticity and plasticity. For example, those specified in "JIS K 6353 Water-Use Rubber (Class IV)", synthetic rubber equivalent thereto, and the like. It is desirable that the elasticity and plasticity (deformation performance) of the rubber be large as long as it does not adversely affect the strength and durability of the rubber, and it is at least equal to or better than those conventionally used for sewage pipes and manhole joints. Is good.

前記帯形状における帯幅は補修箇所を被覆できる幅であれば特に限定されないが、150〜500mmが好ましい。帯幅が広すぎると前記拡張固定バンドの数を増やさないと前述の膨らみ(膨らみ現象)を十分抑制できなくなり、前記拡張固定バンドの数を増やすとゴムの伸縮性や可塑性が抑制されて耐震性が低減してしまう。   The band width in the band shape is not particularly limited as long as it can cover the repaired portion, but is preferably 150 to 500 mm. If the band width is too wide, the above-mentioned bulging (bulging phenomenon) cannot be sufficiently suppressed unless the number of the expansion fixing bands is increased, and if the number of the expansion fixing bands is increased, the elasticity and plasticity of the rubber are suppressed and the earthquake resistance is improved. Is reduced.

前記帯形状における帯長は前記管路や前記接続部の内径もしくは外径によって決まり、前記内周面もしくは外周面に装着する後述の帯リングが形成できる長さである。また、帯厚は作業性、補修効果、耐震性能などを総合的に考えると、5〜20mmが好ましい。   The band length in the band shape is determined by the inner diameter or the outer diameter of the conduit or the connecting portion, and is a length that can form a later-described band ring attached to the inner peripheral surface or the outer peripheral surface. The band thickness is preferably 5 to 20 mm in consideration of workability, repair effect, seismic performance, and the like.

本発明の帯状ゴム部材では、前記膨らみを抑制したり耐震性能を向上させるために、該帯状ゴム部材の少なくとも片側の帯表面に伸縮性と可撓性を有する帯状の膨らみ抑制補強シートが帯の長手方向に固着されている。 In the belt-shaped rubber member of the present invention, in order to suppress the bulging or improve the seismic performance, at least one band surface of the band-shaped rubber member has a band-shaped bulge suppressing reinforcing sheet having elasticity and flexibility. that it is secured in the longitudinal direction.

膨らみ抑制補強シートは、前記帯状ゴム部材のゴムの伸縮性・可塑性より小さい伸縮性と可撓性を有する帯状のものであり、裏面材としてのゴムシートに補強材としての繊維シートを表面材として積層したゴム引布等の積層シートである。ゴムシートは、ゴム引布に使用されているもの、もしくはそれらと同等のものである。繊維シートは不織布等の樹脂繊維や金属繊維や無機繊維によるものである。中でも入手の容易性や価格の面からして防水水切りシートやゴム引布に使用されている不織布は好ましい。したがって、既存の防水水切りシートやゴム引布から目的に合致するものを選択して流用すれば、簡便に本発明の上記帯状ゴム部材が得られる。 Bulge suppressing reinforcing sheet, the belt-shaped rubber all SANYO band-shaped having elasticity, plasticity less stretchability and flexibility of the rubber member, the fiber sheet surface material as a reinforcing material to the rubber sheet as a back member As a laminated sheet such as a rubberized cloth . The rubber sheet is the one used for the rubberized cloth, or the equivalent thereof. The fiber sheet is made of a resin fiber such as a nonwoven fabric, a metal fiber, or an inorganic fiber. Among them, a nonwoven fabric used for a waterproof drainage sheet or a rubber-coated cloth is preferable from the viewpoint of availability and price. Therefore, the belt-shaped rubber member of the present invention can be easily obtained by selecting an existing waterproof draining sheet or rubber-coated cloth that meets the purpose and diverting it.

なお、シートの厚みは特に限定されず、シートはフィルムの概念も含むものである。シート厚の好ましい範囲は0.5〜2.5mmである。また、シートの伸縮性・可塑性(変形性能)は、少なくとも前記帯状ゴム部材のゴムの伸縮性・可塑性よりは小さく、例えば、従来から衣類、パッキン、緩衝材などに使用されているゴム引布と同等であるのが好ましい。   The thickness of the sheet is not particularly limited, and the sheet includes the concept of a film. A preferred range of the sheet thickness is 0.5 to 2.5 mm. The elasticity / plasticity (deformation performance) of the sheet is at least smaller than the elasticity / plasticity of the rubber of the belt-shaped rubber member. Preferably they are equivalent.

シートの伸縮性・可塑性が大きすぎると前記ゴムの伸縮性・可塑性を抑制できず、前記膨らみを十分抑制できなくなってしまう。また、シートの伸縮性・可塑性が小さすぎると前記膨らみは抑制できるものの、前記ゴムの伸縮性・可塑性を必要以上に抑制してしまうためゴムの特性を活かした耐震化が図れなくなってしまう。   If the elasticity and plasticity of the sheet are too large, the elasticity and plasticity of the rubber cannot be suppressed, and the swelling cannot be sufficiently suppressed. If the elasticity / plasticity of the sheet is too small, the swelling can be suppressed, but the elasticity / plasticity of the rubber is suppressed more than necessary, so that it is not possible to achieve earthquake resistance utilizing the characteristics of the rubber.

これらの膨らみ抑制補強シートは、前記帯状ゴム部材の少なくとも片側の帯表面に帯の長手方向に固着される。 These bulge suppressing the reinforcing sheet, Ru is secured to the longitudinal direction of the strip on at least one side of the strip surface of the belt-shaped rubber member.

固着は前記帯表面への加硫接着、強力な接着剤による接着などである。中でも、前記加硫接着は好ましい。   The fixation includes vulcanization adhesion to the belt surface, adhesion with a strong adhesive, and the like. Especially, the said vulcanization adhesion is preferable.

加硫接着には接着剤を用いない加熱加硫接着法、接着剤を用いた自然加硫接着法などがあるが、接着方法は必要に応じて適宜選択される。   The vulcanization bonding includes a heat vulcanization bonding method using no adhesive, a natural vulcanization bonding method using an adhesive, and the like, and the bonding method is appropriately selected as needed.

加硫接着はゴム引布等のゴムを用いた膨らみ抑制補強シートを前記帯表面に固着する際に好適に用いることができる。この加硫接着を用いた前記帯状ゴム部材は、そのゴム板を製造する段階で、ゴム原材料を押出成形した成形物(ゴム板)に膨らみ抑制補強シートのゴムが接するようにして膨らみ抑制補強シートを敷設しゴム同士を加硫接着して得られる。   Vulcanization bonding can be suitably used when the swelling suppressing reinforcing sheet using rubber such as rubberized cloth is fixed to the belt surface. The band-shaped rubber member using the vulcanized adhesive is a swelling suppression reinforcing sheet such that the rubber of the swelling suppression reinforcing sheet is brought into contact with a molded product (rubber plate) formed by extruding a rubber raw material at the stage of manufacturing the rubber plate. And vulcanizing and bonding the rubbers to each other.

加硫接着による固着であれば、帯状ゴム部材と膨らみ抑制補強シートとが強固に一体化できるので好ましい。   Fixing by vulcanization bonding is preferable because the belt-shaped rubber member and the swelling suppressing reinforcing sheet can be firmly integrated.

膨らみ抑制効果や耐震効果を高めるためには、膨らみ抑制補強シートを前記帯状ゴム部材の両面に固着するか、前記帯表面への固着と前記部材内への埋設を併用すればよい。但し、膨らみ抑制補強シートを使用しすぎると、前記帯状ゴム部材の伸縮性や可塑性が悪くなり耐震性能を低下させてしまう虞があるので注意が必要である。   In order to enhance the swelling suppression effect and the seismic resistance effect, the swelling suppression reinforcing sheet may be fixed to both surfaces of the band-shaped rubber member, or the fixing to the band surface and the embedding in the member may be used in combination. However, if the swelling suppression reinforcing sheet is used too much, the elasticity and plasticity of the belt-shaped rubber member may be deteriorated, and the seismic performance may be reduced.

また、上述の膨らみ抑制補強シートの設置形態において、すべて同種の膨らみ抑制補強シートでなくてもよい。固着する両面で異なる種類の膨らみ抑制補強シートを用いたり固着する膨らみ抑制補強シートと埋設する膨らみ抑制補強シートで異なる種類のものを用いるなど、複数種の膨らみ抑制補強シートを併用してもよい。   Further, in the above-described configuration of the swelling suppression reinforcing sheet, not all swelling suppression reinforcing sheets need to be the same kind. A plurality of types of swelling suppression reinforcing sheets may be used in combination, such as using different types of swelling suppression reinforcing sheets on both surfaces to be fixed, or using different types of swelling suppression reinforcing sheets to be fixed and embedded swelling suppression reinforcing sheets.

本願の請求項に係る発明は、「前記帯状ゴム部材には、片側の帯表面の帯両端部付近に、前記帯状ゴム部材を前記管路または前記接続部の内周面及び/又は外周面に圧着固定するための固定バンドを取付ける取付部が設けられており、他側の帯表面の帯両端部付近に複数列の溝条が帯の長手方向に設けられていることを特徴とする請求項1に記載の帯状ゴム部材」である。 The invention according to claim 2 of the present application is directed to an aspect of the present invention, wherein the band-shaped rubber member is provided with the band-shaped rubber member in the vicinity of both end portions of the band surface on one side, the inner peripheral surface and / or the outer peripheral surface of the pipe or the connecting portion. A fixing portion for attaching a fixing band for crimping and fixing to the band is provided, and a plurality of rows of grooves are provided in the longitudinal direction of the band near both ends of the band on the other band surface. Item 1 ).

上述の通り、本発明の帯状ゴム部材は、管路の対象箇所または管路同士の接続部を補修したり耐震化したりする際に、一組の拡張固定バンドもしくは締付け固定バンド等の固定バンドにより、前記管路または前記接続部の内周面及び/又は外周面に圧着固定して用いられる。   As described above, the belt-shaped rubber member of the present invention is used for repairing or quake-proofing a target portion of a pipeline or a joint between pipelines by using a set of fixed bands such as an extended fixed band or a tightening fixed band. It is used by being crimped and fixed to the inner peripheral surface and / or the outer peripheral surface of the conduit or the connecting portion.

これらの固定バンドは、通常2つで一組となっており、帯状ゴム部材の片側の帯表面の帯両端部付近に取付けて用いるため、取付けた固定バンドがズレたり外れたりし難くなるよう、また曲がって取付けることのないよう、前記帯状ゴム部材の片側の帯表面の帯両端部付近に前記固定バンドを取付ける取付部を設けておくのが好ましい。   These fixing bands are usually a set of two, and are used by being attached near both ends of the band on one side of the band-shaped rubber member, so that the attached fixing band is hardly displaced or detached. Further, it is preferable to provide an attaching portion for attaching the fixing band near both ends of the band on one side of the band-shaped rubber member so that the band is not bent and attached.

この取付部は、固定バンドが嵌る前記帯表面に設けられた凹部、帯横方向へのズレを防ぐ段部や突条や波状などである。帯幅の広い帯状ゴム部材を用いる場合は、3つで一組の固定バンドを用い帯両端部付近と中央部の3か所に配置して用いる必要があるため、前記取付部は前記帯状ゴム部材の帯両端部付近だけでなく中央部にも設けておく必要がある。   The attachment portion is a concave portion provided on the surface of the band in which the fixing band fits, a step portion for preventing lateral displacement of the band, a ridge or a wavy shape. When using a band-shaped rubber member having a wide band width, it is necessary to use a set of three fixed bands and arrange them at three places near the both ends of the band and at the center, so that the mounting portion is the band-shaped rubber member. It is necessary to provide it not only near both ends of the band of the member but also at the center.

取付部が設けられている側とは反対側の帯表面の帯両端部付近(取付部の裏側)には複数列の溝条が帯の長手方向に設けられているのが好ましい。取付部のある側とは反対側の面は前記管体や前記接続部の面に接する面であるため、この面に前記溝条を設けておくことによって、固定バンドによる前記管体や前記接続部への圧着固定効果が高められる。   It is preferable that a plurality of rows of grooves are provided in the longitudinal direction of the band near both ends of the band on the surface of the band opposite to the side where the mounting portion is provided (back side of the mounting portion). Since the surface opposite to the side where the mounting portion is located is a surface that is in contact with the surface of the tube and the connection portion, by providing the groove on this surface, the tube and the connection by a fixed band are provided. The effect of press-fixing to the part is enhanced.

溝条の幅は1〜3mm程度であり深さは0.5〜2.5mm程度である。溝条の列数や列間隔は特に限定されないが、列数は5〜10列、列間隔1〜3mm程度が好ましい。   The width of the groove is about 1 to 3 mm and the depth is about 0.5 to 2.5 mm. The number of rows and the row spacing of the groove are not particularly limited, but the number of rows is preferably 5 to 10 rows, and the row spacing is about 1 to 3 mm.

前記溝条はローレット加工により得られる凹凸と同様のものであり、前記帯状ゴム部材のゴム板を押出成形して製造する際に口金の一部を凹凸にしたギザギザ状にすることによって前記溝条が得られる。   The grooves are the same as the irregularities obtained by knurling, and when the rubber plate of the belt-shaped rubber member is extruded and manufactured, the groove is formed by making a part of the base into a jagged shape with irregularities. Is obtained.

本願の請求項に係る発明は、「前記帯状ゴム部材は、帯両端部がテーパ状の帯横方向の縦断面が略台形状になっており、台形のテーパ部を含む上底側の帯表面上には、前記帯状ゴム部材もしくは前記膨らみ抑制補強シートにおける帯表面の劣化を防ぐ防蝕層が設けられていることを特徴とする請求項1又は2に記載の帯状ゴム部材」である。 The invention according to claim 3 of the present application is based on the description that "the band-shaped rubber member has a tapered shape at both ends and a substantially vertical trapezoidal longitudinal cross section, and an upper bottom band including a trapezoidal tapered portion. The belt-shaped rubber member according to claim 1 or 2 , wherein a corrosion-resistant layer for preventing deterioration of the band surface of the band-shaped rubber member or the swelling suppressing reinforcing sheet is provided on the surface.

前記帯状ゴム部材の帯両端部の形状は、前記管路または前記接続部の内周面及び/又は外周面への装着形態や取付箇所の形状に合わせて決められれば良く特に限定されないが、前記拡張固定バンドにより管路または前記接続部の内周面に圧着固定して用いる場合は、前記帯両端部がテーパ状の帯横方向の縦断面が略台形状になるようにしておくのが好ましい。   The shape of both end portions of the band of the band-shaped rubber member is not particularly limited as long as it is determined according to a mounting form and a shape of a mounting portion on the inner peripheral surface and / or the outer peripheral surface of the conduit or the connection portion. When used by crimping and fixing to the pipeline or the inner peripheral surface of the connecting portion by an extended fixing band, it is preferable that both ends of the band are tapered so that the longitudinal cross section in the lateral direction is substantially trapezoidal. .

帯両端部にテーパ部を設けることによって端部に加わる水圧・水流等の外力による負荷を和らげることができるので、前記帯状ゴム部材の端部からの劣化を防ぐことができる。テーパの角度は流体物が引っかからずスムーズに流れる角度であればよく、また、前記帯状ゴム部材の帯厚によっても変わってくるので特に限定されないが、一般的には15〜30°程度である。   By providing tapered portions at both ends of the band, it is possible to reduce the load due to external force such as water pressure and water flow applied to the ends, so that deterioration of the band-shaped rubber member from the ends can be prevented. The taper angle may be any angle as long as the fluid material flows smoothly without being caught, and is not particularly limited because it varies depending on the band thickness of the band-shaped rubber member, but is generally about 15 to 30 °.

なお、上記請求項に示す発明の帯状ゴム部材では、前記テーパは前記取付部が設けられている側が前記略台形状の上底となるように、反対側(溝条のある側)に向かって先細りする形で設けられる。 In the belt-shaped rubber member according to the second aspect of the present invention, the taper is directed to the opposite side (the side with the groove) so that the side on which the mounting portion is provided is the upper base of the substantially trapezoidal shape. It is provided in a tapered form.

また、台形のテーパ部を含む上底側の帯表面上には、前記帯状ゴム部材もしくは前記膨らみ抑制補強シートにおける帯表面の劣化を防ぐ防蝕層が設けられているのが好ましい。前記防蝕層を前記上底側に設けるのは、前記内面補修において、前記上底側が管路または前記接続部の内面側になり、種々の下水や廃水等の内面を腐食させる物質を含む水・液に触れるからである。   In addition, it is preferable that an anticorrosion layer for preventing the deterioration of the band surface of the band-shaped rubber member or the swelling suppressing reinforcing sheet is provided on the band surface on the upper bottom side including the trapezoidal tapered portion. The provision of the anticorrosion layer on the upper bottom side is such that, in the inner surface repair, the upper bottom side is an inner surface side of a pipe or the connection portion, and water containing a substance that corrodes the inner surface such as various sewage and wastewater. Because it touches the liquid.

例えば、本発明の帯状ゴム部材を下水道や化学工場の排水路の内面補修に用いた場合、前記帯状ゴム部材もしくは前記膨らみ抑制補強シートの表面が管路等の内面に露出していると、アルカリ性物質、酸性物質、腐食物質を含む廃水により化学的かつ機械的侵蝕により、前記帯状部材の表面劣化が進む虞がある。そのため、化学的侵蝕や機械的侵蝕が強く起こる可能性が懸念される場合は、前記防蝕層を設けた帯状ゴム部材を用いるのが好ましい。   For example, when the belt-shaped rubber member of the present invention is used for inner surface repair of a drainage channel of a sewer or a chemical factory, if the surface of the belt-shaped rubber member or the bulging suppression reinforcing sheet is exposed to the inner surface of a pipe or the like, alkalinity is increased. There is a possibility that the surface deterioration of the belt-like member may progress due to chemical and mechanical erosion due to wastewater containing substances, acidic substances and corrosive substances. Therefore, when there is a concern that chemical erosion or mechanical erosion may occur strongly, it is preferable to use a belt-shaped rubber member provided with the anticorrosion layer.

防蝕層の種類や形成方法は、上記化学的侵蝕や機械的侵蝕を防止できるものであれば特に限定されない。なお、帯状ゴム部材のゴムに耐蝕性ゴムを用いている場合は、前記防蝕層は無くてもよい。   The type and method of forming the corrosion-resistant layer are not particularly limited as long as the above-described chemical and mechanical erosion can be prevented. In addition, when corrosion-resistant rubber is used for the rubber of the belt-shaped rubber member, the corrosion-resistant layer may not be provided.

前記防蝕層の形成方法としては、例えば、公知の耐酸性樹脂や耐蝕性樹脂、耐蝕性ゴム系塗料によるコーティングがある。本発明の帯状ゴム部材はゴムを基体とするものなので、中でもゴム系基体をコーティングできるものが好ましい。   Examples of the method of forming the corrosion-resistant layer include coating with a known acid-resistant resin, corrosion-resistant resin, or corrosion-resistant rubber-based paint. Since the belt-shaped rubber member of the present invention is based on rubber, it is particularly preferable that the rubber member be capable of coating a rubber-based substrate.

具体的には、特開平05−229589に記載される各種ゴム系塗料、特開2003−165854に記載されるゴム用コーティング剤、特開2004−301425に記載されるフッ素樹脂、特開2008−214566に記載される硬化性フルオロポリエーテル組成物、特開2015−175514に記載されるポリテトラフルオロエチレン粉末を分散させた樹脂等である。   Specifically, various rubber-based paints described in JP-A-05-229589, rubber coating agents described in JP-A-2003-165854, fluororesins described in JP-A-2004-301425, JP-A-2008-214566 And a resin in which polytetrafluoroethylene powder described in JP-A-2015-175514 is dispersed.

コーティング方法は噴霧、ローラ塗等の従来のコーティング方法によればよく、特に限定されない。また、コーティングによる防蝕層の厚みも特に限定されない。強固で緻密な防蝕層を形成できれば、ミクロン単位の層厚もあり得る。   The coating method may be a conventional coating method such as spraying and roller coating, and is not particularly limited. Further, the thickness of the corrosion-resistant layer formed by coating is not particularly limited. If a strong and dense corrosion-resistant layer can be formed, a layer thickness in the order of microns can be obtained.

一方、前述の膨らみ抑制補強シートの帯状ゴム部材の帯表面への加硫接着と同様、前記帯状ゴム部材を製造する際に、耐蝕性のゴム微粉、該ゴム微粉と耐蝕性樹脂微粉との混合物、耐蝕性ゴムシート、耐蝕性ゴムシートと耐蝕性樹脂シートとの積層シート等を帯状ゴム部材もしくは膨らみ抑制補強シートの帯表面に加硫接着させて前記防蝕層を形成してもよい。防蝕層の層厚は特に限定されないが、例えば、0.5〜2mm程度である。該防蝕層に用いるゴムは、例えば、特開平11−349768や特開2005−281482や特開2015−189849などに開示されているゴム組成物を用いればよい。   On the other hand, similar to the vulcanization bonding of the swelling suppressing reinforcing sheet to the belt surface of the belt-like rubber member, when producing the belt-like rubber member, a corrosion-resistant rubber fine powder, a mixture of the rubber fine powder and the corrosion-resistant resin fine powder are used. Alternatively, the corrosion-resistant layer may be formed by vulcanizing and bonding a corrosion-resistant rubber sheet, a laminated sheet of a corrosion-resistant rubber sheet and a corrosion-resistant resin sheet, to the belt surface of a belt-shaped rubber member or a bulge suppressing reinforcing sheet. The thickness of the anticorrosion layer is not particularly limited, but is, for example, about 0.5 to 2 mm. As the rubber used for the anticorrosion layer, for example, a rubber composition disclosed in JP-A-11-349768, JP-A-2005-281482, JP-A-2015-189849, or the like may be used.

本願の他の発明の一つは補修部材(内面補修部材)に関するものであり、本願の請求項に係る発明は、「既設管路の内面または既設管路同士の接続部の内面を補修する際に、前記既設管路または前記接続部の内周面に装着する補修部材であって、請求項又はに記載の帯状ゴム部材を環状に形成した帯リングと、該帯リングの左右の帯両端部付近に取付けて帯リングを内側から前記既設管路または前記接続部の内周面に圧着固定するための一組の拡張固定バンドとからなることを特徴とする補修部材」である。 One of the other inventions of the present application relates to a repair member (inner surface repair member), and the invention according to claim 4 of the present application is directed to “repair the inner surface of an existing pipeline or the inner surface of a connection portion between existing pipelines. In this case, a repair member to be attached to the inner peripheral surface of the existing pipeline or the connecting portion, wherein the belt-shaped rubber member according to claim 2 or 3 is formed in an annular shape, and a left and right side of the belt ring. A repair member comprising a set of extended fixing bands attached near both ends of the band to fix the band ring from the inside to the existing pipeline or the inner peripheral surface of the connecting portion by crimping.

既設管路の、既設管路同士の接続部は前述の管路、接続部であって既設のものである。また、補修部材は、これら管体の内面の劣化箇所を補修する際に用いる内面補修部材であり、管体の劣化箇所を従来の方法で修復後、最終的に修復箇所を含む内周面に装着(圧着固定)して用いるものである。   The connection part of the existing pipelines between the existing pipelines is the above-mentioned pipeline and connection part, which is an existing one. In addition, the repair member is an inner surface repair member used when repairing the deteriorated portion of the inner surface of the tube, and after repairing the deteriorated portion of the tube by a conventional method, finally repairing the inner peripheral surface including the repaired portion. It is used by attaching (pressing and fixing).

この本発明の補修部材の構成部材の一つは、上記請求項又はに係る発明の帯状ゴム部材を環状に形成した帯リングである。帯状ゴム部材については前述の通りである。前記帯リングは、この帯状ゴム部材における長手方向の両端部を加硫接着により接合し環状に形成したものである。帯リングのリング径は装着する既設管路の内径もしくは外径に合わせて決められる。 One of the constituent members of the repairing member of the present invention is a band ring in which the band-shaped rubber member of the invention according to claim 2 or 3 is formed in an annular shape. The belt-shaped rubber member is as described above. The band ring is formed by joining both ends in the longitudinal direction of the band-shaped rubber member by vulcanization bonding to form a ring. The ring diameter of the band ring is determined according to the inner or outer diameter of the existing pipeline to be mounted.

この本発明の補修部材の構成部材の他の一つは、前記帯リングの左右の帯両端部付近に取付けて帯リングを内側から前記既設管路または前記接続部の内周面に圧着固定するための一組の拡張固定バンドである。前述の通り、前記帯状ゴム部材(帯リング)には取付部が設けられているのが好ましく、取付部が設けられている場合は、前記拡張固定バンドは該取付部に設置される。   Another one of the constituent members of the repair member of the present invention is attached near both ends of the left and right bands of the band ring, and the band ring is press-fitted from the inside to the existing pipe or the inner peripheral surface of the connection portion. Is a set of extended fixed bands. As described above, it is preferable that the band-shaped rubber member (band ring) is provided with a mounting portion, and when the mounting portion is provided, the extended fixed band is mounted on the mounting portion.

この拡張固定バンドは帯リングの左右の帯両端部付近に取付けて2つ一組で用いられるが、前述の通り、前記帯状ゴム部材(帯リング)の帯幅が広い場合は帯中央部付近にも取付けて、3つ一組で用いることもできる。拡張固定バンドをこれらのような形態にするのは、できるだけゴムの特性(伸縮性、可塑性、弾力性、変形性など)を活かし、外力に対する追従性(変形性)により耐震化を図るためである。   This extended fixing band is attached to the vicinity of both ends of the left and right bands of the band ring, and is used as a pair. As described above, when the band width of the band-shaped rubber member (band ring) is wide, it is located near the center of the band. Can also be attached and used in sets of three. The reason why the extension fixing band is formed in such a form is to make use of rubber properties (stretchability, plasticity, elasticity, deformability, etc.) as much as possible, and to achieve earthquake resistance by following external force (deformability). .

本発明の補修部材では、前記ゴムの特性と前述の膨らみ抑制補強シートと拡張固定バンドの設置形態との組み合わせにより、補修効果に耐震効果を加味した耐震補修が可能となる。   In the repair member of the present invention, seismic repair in which a seismic effect is added to the repair effect can be achieved by a combination of the characteristics of the rubber and the above-described swelling suppressing reinforcing sheet and the installation form of the expansion fixing band.

拡張固定バンドは、前記帯リングを内側から前記既設管路または前記接続部の内周面に圧着固定できるものであればその種類、形状、形態等は限定されない。但し、バンド幅は一組のバンドの合計で帯リングの帯幅の1/10〜1/6であるのが好ましく、帯リングの帯表面を広く被覆してはならない。バンド幅が広いものを用いた方が圧着固定効果が増すため前記帯状ゴム部材(帯リング)の膨らみを(膨らみ現象)強く抑制できるが、耐震性に必要な帯状ゴム部材の伸縮性や可塑性をも抑制してしまうため、耐震性能が低下してしまう虞がある。バンド幅は、帯リングの帯幅によって変わるが、通常、20〜30mm程度である。   The type, shape, form, and the like of the extension fixing band are not limited as long as the band ring can be crimped and fixed to the existing pipeline or the inner peripheral surface of the connection portion from inside. However, the band width is preferably 1/10 to 1/6 of the band width of the band ring in total of one set of bands, and the band surface of the band ring must not be widely covered. The use of a band with a wide band increases the pressure-fixing effect, so that the swelling of the band-shaped rubber member (band ring) can be strongly suppressed (bulging phenomenon), but the elasticity and plasticity of the band-shaped rubber member required for earthquake resistance are reduced. Therefore, there is a possibility that the seismic performance is reduced. The band width varies depending on the band width of the band ring, but is usually about 20 to 30 mm.

拡張固定バンドは、具体的には、例えば、特許第3486800号に記載される可塑管継手の係止リング、特許第3783018や実用新案第3102863号に記載される可塑継手の固定リング、特許文献1や特許文献2に記載される拡張バンドと同様のものが使用できる。   The expansion fixing band is specifically, for example, a locking ring of a plastic pipe joint described in Japanese Patent No. 3486800, a fixing ring of a plastic joint described in Japanese Patent No. 3783018 or Japanese Utility Model No. 3102863, and Patent Document 1. And an extended band similar to that described in Patent Document 2 can be used.

本願の他の発明の一つは既設管路の内面補修構造に関するものであり、本願の請求項5に係る発明は、「請求項2に記載の帯状ゴム部材を環状に形成した帯リングと、該帯リングの左右の帯両端部付近に取付けて帯リングを内側から既設管路または前記接続部の内周面に圧着固定するための一組の拡張固定バンドとからなる補修部材を用いた既設管路の内面補修構造であって、既設管路の内周面に、前記既設管路の内面の補修箇所が被覆され前記溝条が前記既設管路の内面に密接されるようにして前記帯リングが設置され、前記帯リングは、該帯リングの左右両端部付近の前記取付部に取付けられた一組の拡張固定バンドにより前記溝条の溝が圧縮され前記既設管路の内周面に圧着固定されていることを特徴とする既設管路の内面補修構造」である。 One of the other inventions of the present application relates to an inner surface repairing structure of an existing pipeline, and the invention according to claim 5 of the present application is directed to "a belt ring in which the belt-shaped rubber member according to claim 2 is formed in an annular shape, use the repair section, consisting of a set of extensions fixing band for crimping fixing the band ring on the inner peripheral surface of the inner or we already設管path or the connecting portion is attached to the vicinity of the band end portions of the left and right belt-ring Repairing the inner surface of the existing pipeline on the inner peripheral surface of the existing pipeline, so that the groove is closely contacted with the inner surface of the existing pipeline. The band ring is installed, and the band ring is compressed by a pair of expansion fixed bands attached to the mounting portions near the left and right ends of the band ring, and the groove of the groove is compressed, and the inner circumference of the existing pipe line is compressed. An inner surface repair structure for an existing pipeline characterized by being fixed by crimping on a surface " A.

ここで言う前記既設管路、は管路自体に加えて既設管路同士の接続部を含むものである。「管路」と「接続部」については前述の通りである。   The existing pipeline mentioned here includes a connection between the existing pipelines in addition to the pipeline itself. “Pipe line” and “connection part” are as described above.

この発明において、補修部材については前述の通りであり、帯リングは前記取付部と前記溝条を有する帯状ゴム部材からなる。帯状ゴム部材については前記請求項のところで、前記補修部材を構成する帯リングと拡張固定バンドについては前記請求項のところで述べた通りである。 In the present invention, the repair member is as described above, and the band ring is formed of the band-shaped rubber member having the mounting portion and the groove. The belt-shaped rubber member is as described in the second aspect , and the band ring and the expansion fixing band constituting the repairing member are as described in the fourth aspect .

本発明の既設管路の内面補修構造では、従来の方法で断面修復された既設管路の内面の補修箇所を覆うようにして前記帯リングが設置されている。該帯リングは、前記取付部のある側が表側(管内側)に、前記溝条のある側が裏側(既設管路の内面に接する側)となるように配される。   In the inner pipe repairing structure of the existing pipeline of the present invention, the band ring is installed so as to cover a repaired portion on the inner face of the existing pipeline whose cross section has been repaired by a conventional method. The band ring is arranged such that the side with the mounting portion is on the front side (the inside of the pipe) and the side with the groove is on the back side (the side in contact with the inner surface of the existing pipeline).

前記帯リングは、該帯リングの左右両端部付近の前記取付部に取付けられた一組の拡張固定バンドにより前記溝条の溝が圧縮され前記既設管路の内周面に圧着固定(緊圧固定)されており、前記拡張固定バンド間の帯リングの帯表面は既設管路の管内に向かって露出している。   The band ring is compressed and fixed to the inner peripheral surface of the existing pipeline by compressing the groove of the groove by a set of expansion fixing bands attached to the attachment portions near the left and right ends of the band ring. The band surface of the band ring between the extended fixing bands is exposed toward the inside of the existing pipeline.

前記溝の圧縮によって、既設管路の内面が粗面になっていても前記帯リングの密着固定が可能となる。また、前記拡張固定バンド間の帯リングの帯表面(管内側の面)が既設管路の管内に向かって露出していることによってゴムの特性(伸縮性、可塑性、変形性等)を活かすことができ、外力に対応した部材の追従性を発揮できるので、耐震性能を得ることができる。   Due to the compression of the groove, the band ring can be tightly fixed even if the inner surface of the existing pipeline is roughened. In addition, utilizing the characteristics of rubber (stretchability, plasticity, deformability, etc.) by the fact that the band surface (the inner surface of the tube) of the band ring between the extended fixing bands is exposed toward the inside of the existing pipeline. Therefore, the ability of the member to follow the external force can be exhibited, so that seismic performance can be obtained.

また、上述のように、拡張固定バンド間の帯リングの帯表面(管内側の面)が既設管路の管内に向かって露出していても、前記帯リングは膨らみ抑制補強シートを有する帯状ゴム部材からなるものなので、前記膨らみ現象を抑えることができ、補修効果や耐震性能が維持される。   Further, as described above, even when the band surface (the inner surface of the tube) of the band ring between the extended fixing bands is exposed toward the inside of the existing pipeline, the band ring has a swelling suppressing reinforcing sheet. Since it is made of a member, the above-mentioned swelling phenomenon can be suppressed, and the repair effect and the seismic performance are maintained.

なお、補修対象の既設管路が既設管路同士の接続部(継手部)である場合は、前記帯リングは隣り合う既設管路に跨って設置され、一組(2つ)の前記拡張固定バンドは、隣り合う既設管路のそれぞれの内面に帯リングの両端部付近が緊圧固定されるよう、隣り合う既設管路のそれぞれに取付けられる。   When the existing pipeline to be repaired is a connecting portion (joint portion) between the existing pipelines, the band ring is installed across the adjacent existing pipelines, and one set (two) of the expansion and fixing is provided. The band is attached to each of the adjacent existing pipelines so that the vicinity of both ends of the band ring is tightly fixed to the inner surface of each of the adjacent existing pipelines.

本願の請求項に係る発明は、「前記膨らみ抑制補強シートは、前記帯状ゴム部材の帯両端部付近に設けられた左右の前記取付部間の幅で、前記帯状ゴム部材における前記取付部のある側とは反対側の管路側の帯表面にゴムの加硫接着により固着していることを特徴とする請求項に記載の既設管路の内面補修構造」である。 The invention according to claim 6 of the present application is based on the description that the swelling suppression reinforcing sheet has a width between the left and right attachment portions provided near both ends of the band of the band-shaped rubber member, 6. The inner surface repairing structure for an existing pipeline according to claim 5 , wherein the belt is fixed to the belt surface on the side of the pipeline opposite to the certain side by vulcanization bonding of rubber.

本発明の既設管路の内面補修構造では、帯リングにおけるゴムの特性(伸縮性、可塑性、変形性等)を大きく低減させることなく前記膨らみ現象を抑えることができれば、前記帯リングにおける前記膨らみ抑制補強シートの配置形態は特に限定されないが、前述の通り、前記拡張固定バンド間の帯リングの帯表面(管内側の面)は既設管路の管内に向かって露出しているので、前記帯状ゴム部材の帯両端部付近に設けられた左右の前記取付部間の幅で帯の長手方向に設けておくのが好ましい。   In the inner surface repairing structure of the existing pipeline of the present invention, if the swelling phenomenon can be suppressed without greatly reducing the characteristics (stretchability, plasticity, deformability, etc.) of the rubber in the band ring, the swelling in the band ring is suppressed. Although the arrangement of the reinforcing sheet is not particularly limited, as described above, since the band surface of the band ring (the inner surface of the tube) between the extended fixing bands is exposed toward the inside of the existing pipeline, the band-shaped rubber is used. It is preferable to provide the member in the longitudinal direction of the band with a width between the left and right mounting portions provided near both ends of the band of the member.

また、この膨らみ抑制補強シートは、前記帯リングの前記帯状ゴム部材における前記取付部のある側とは反対側の管路側の帯表面に設けられているのが好ましい。このような設置形態にすれば、地下水の構造内への侵入を防止できるとともに、ゴムの前記特性を活かしつつ前記膨らみ現象を効果的に抑えることができる。   Further, it is preferable that the swelling suppression reinforcing sheet is provided on a band surface of the band-shaped rubber member of the band ring on the side of the conduit opposite to the side where the mounting portion is provided. According to such an installation form, intrusion into the structure of groundwater can be prevented, and the swelling phenomenon can be effectively suppressed while making use of the above-described characteristics of rubber.

また、前記膨らみ抑制補強シートがゴムシートと繊維シートとの積層シートであり、繊維シートを表面側にして、帯状ゴム部材とゴムシートのゴム同士の加硫接着により前記帯表面に固着しているのが好ましい。   Further, the swelling suppressing reinforcing sheet is a laminated sheet of a rubber sheet and a fiber sheet, and the fiber sheet is fixed to the surface of the band by vulcanization bonding between the rubber of the band-shaped rubber member and the rubber sheet with the fiber sheet facing the front side. Is preferred.

このような積層シートを用いれば、ゴムの特性(伸縮性、可塑性、変形性)と繊維の特性(伸縮性等の柔軟性を有するがゴムほどではなくゴムの前記特性を抑制する、補強)の両方を活かすことができ、膨らみ抑制性能と補強性能が容易に得られる。繊維は、伸縮性、強度、耐蝕性、耐熱性等を有するものが好ましい。また、ゴム同士の加硫設着による帯表面への固着であれば帯状ゴム部材のゴム本体と一体化でき、経年劣化等による剥離などが起き難くなる。加硫接着については前述の通りである。   If such a laminated sheet is used, the properties of rubber (stretchability, plasticity, deformability) and the properties of fibers (flexibility such as stretchability, but not as much as rubber, suppress the above properties of rubber, reinforcement) Both can be utilized, and swelling suppression performance and reinforcement performance can be easily obtained. The fibers preferably have stretchability, strength, corrosion resistance, heat resistance, and the like. In addition, if the rubber is fixed to the belt surface by vulcanization, it can be integrated with the rubber body of the belt-shaped rubber member, and peeling due to aging deterioration and the like hardly occur. The vulcanization adhesion is as described above.

本発明の帯状ゴム部材を用いて補修部材の帯リングを形成すれば、該帯リングの管路または管路同士の接続部の内周面への装着後に地下水等の浸水によって起こる管内へ向かっての前記帯リングの膨らみを抑制できる。   If the band ring of the repairing member is formed using the band-shaped rubber member of the present invention, after the band ring is attached to the inner peripheral surface of the pipe or the connecting portion between the pipes, the inside of the pipe caused by inundation of groundwater or the like after the belt ring is attached. Of the band ring can be suppressed.

また、本発明の補修部材は、管路または管路同士の接続部への取付けが容易で、断面修復等により補修した補修箇所の表面を強固かつ外力に追従する形(部材の変形により応力を緩和する形)で被覆できるとともに、本発明の上記帯状ゴム部材を用いて帯リングを形成しているので、上述の通り、前記帯リングの膨らみが起こり難い。   In addition, the repair member of the present invention can be easily attached to a pipe or a connecting portion of pipes, and has a shape in which the surface of a repaired portion repaired by repairing a cross-section or the like is strong and follows external force (stress due to deformation of the member). Since the belt ring is formed using the belt-shaped rubber member of the present invention, the band ring hardly swells as described above.

本発明の補修部材を用いれば、ゴムの特性と膨らみ抑制補強シートと拡張固定バンドの設置形態との組み合わせにより、補修効果に耐震効果を加味した耐震補修が可能となる。   When the repairing member of the present invention is used, seismic repairing in which the repair effect is added to the seismic effect can be achieved by a combination of the characteristics of the rubber, the swelling suppressing reinforcing sheet and the installation form of the expansion fixing band.

したがって、本発明の補修部材を用いた本発明の既設管路の内面補修構造では、管路または管路同士の接続部が耐震補強されたものとなる。   Therefore, in the inner surface repairing structure of the existing pipeline of the present invention using the repairing member of the present invention, the pipeline or the connecting portion between the pipelines is reinforced by earthquake resistance.

本発明の帯状ゴム部材における膨らみ抑制補強シートの配置例を示す図であり、(a)〜(d)はゴム本体の表面(帯状ゴム部材の帯表面)に固着により配置した実施例、(e)と(f)はゴム本体(帯状ゴム部材)の中への埋設により配置した参考例、(g)は前記固着と前記埋設を併用して配置した実施例である。(a)は帯状ゴム部材におけるゴム本体の片面の全面に配置した例、(b)は帯状ゴム部材におけるゴム本体の片面の一部の面に配置した例、(c)は帯状ゴム部材におけるゴム本体の両面の全面に配置した例、(d)は帯状ゴム部材におけるゴム本体において片面は全面に反対側の面は一部の面に配置した例、(e)は帯状ゴム部材におけるゴム本体の中に一層埋設して配置した例、(f)は帯状ゴム部材におけるゴム本体の中に二層埋設して配置した例、(g)は帯状ゴム部材におけるゴム本体の中に一層埋設するとともに片面の全面に固着して配置した例である。Is a diagram showing an arrangement example of a suppression reinforcing sheet bulge in the strip rubber member such as the present invention, examples of arranging the fixed to (a) ~ (d) the surface of the rubber body (belt surface of the belt-shaped rubber member), ( (e) and (f) are reference examples arranged by embedding in a rubber main body (band-shaped rubber member), and (g) is an embodiment arranged by using both the fixing and the embedding. (A) is an example in which the rubber body is disposed on one entire surface of the rubber body, (b) is an example in which the rubber body is partially disposed on one surface of the rubber body, and (c) is a rubber in the belt-shaped rubber member. (D) is an example in which one side of the rubber body in the band-shaped rubber member is disposed on the entire surface, and (d) is an example in which the opposite surface is disposed on a partial surface of the rubber body in the band-shaped rubber member. (F) is an example in which two layers are embedded in the rubber body of the belt-shaped rubber member, and (g) is an example in which the rubber layer is embedded in the rubber body of the belt-shaped rubber member and is one-sided. This is an example in which it is fixedly arranged on the entire surface. 本発明の補修部材の例とその管路(管体)内面への取付例(補修部材の使用例)を示す図(写真)である。この取付例は試験施工例であり、既設管路の代わりに管体(ヒューム管)を用いている。(a)は補修部材を構成する帯リング、(b)は補修部材を構成する2つ一組の拡張固定バンドの分割片、(c)は拡張固定バンドの分割片を組み立ててなる補修部材を構成する拡張固定バンド、(d)は帯リングの両端部に一組の拡張固定バンドを取付け組み立ててなる本発明の補修部材、(e)は本発明の補修部材の管路を構成する管体(ヒューム管)への設置、(f)は拡張固定バンドの拡張による帯リングの管体(ヒューム管)の内面への圧着固定(緊圧固定)を示す図である。It is a figure (photograph) which shows the example of the repair member of this invention, and the example of the attachment to the inner surface of a pipe (tube) (example of use of a repair member). This installation example is a test execution example, and a pipe (fume pipe) is used instead of the existing pipeline. (A) is a band ring forming the repair member, (b) is a split piece of a pair of extended fixed bands forming the repair member, and (c) is a repair member obtained by assembling the split pieces of the extended fixed band. (D) is a repairing member of the present invention obtained by attaching and assembling a pair of expanding and fixing bands to both ends of a band ring, and (e) is a tube constituting a conduit of the repairing member of the present invention. (F) is a diagram showing crimping fixation (pressure fixing) of the band ring on the inner surface of the tube (fume tube) by expansion of the expansion fixing band. 本発明の補修部材の例と該補修部材を用いた本発明の既設管路の内面補修構造の例を示す管路方向の断面図である。(a)は片面に膨らみ抑制補強シートを設けた帯状ゴム部材による帯リングを用いた実施例、(b)は両面に膨らみ抑制補強シートを設けた帯状ゴム部材による帯リングを用いた実施例、(c)はゴム本体の中に膨らみ抑制補強シートを一層設けた帯状ゴム部材による帯リングを用いた参考例である。Is an example and a cross-sectional view of the conduit direction showing an example of the inner surface repair structure of the existing pipeline of the present invention or the like using the repair section of repairing member such as the present invention. (A) is an embodiment using a band ring made of a band-shaped rubber member provided with a swelling suppression reinforcing sheet on one side, (b) is an embodiment using a band ring made of a band-shaped rubber member provided with a swelling suppression reinforcing sheet on both sides, (C) is a reference example using a band ring of a band-shaped rubber member provided with a swelling suppression reinforcing sheet in a rubber body. 既設管路の接続部を構成する管体Aと管体Bの接続部における既設管路の内面補修構造の例を示す図である。It is a figure which shows the example of the inner surface repair structure of the existing pipe in the connection part of the pipe A and the pipe B which comprises the connection part of the existing pipe.

以下、本発明の実施形態について、図面に基づいて詳細に説明する。なお、本発明は、以下に説明する実施形態に限定されるものではない。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. Note that the present invention is not limited to the embodiments described below.

図1は、本発明の帯状ゴム部材1における膨らみ抑制補強シート3の配置例を示す図であり、(a)〜(d)はゴム本体2の表面(帯状ゴム部材1の帯表面)に固着により配置した実施例、(e)と(f)はゴム本体2(帯状ゴム部材1)の中への埋設により配置した参考例、(g)は前記固着と前記埋設を併用して配置した実施例である。 FIG. 1 is a view showing an example of the arrangement of a swelling suppressing reinforcing sheet 3 in a belt-shaped rubber member 1 of the present invention, wherein (a) to (d) are fixed to the surface of a rubber main body 2 (the band surface of the belt-shaped rubber member 1). example placed by, reference example arranged by burying into the (e) and (f) the rubber body 2 (band-like rubber member 1), (g) is carried out which is arranged in combination with the buried and the fixation It is an example.

(a)は帯状ゴム部材1におけるゴム本体2の片面の全面に配置した例、(b)は帯状ゴム部材1におけるゴム本体2の片面の一部の面に配置した例、(c)は帯状ゴム部材1におけるゴム本体2の両面の全面に配置した例、(d)は帯状ゴム部材1におけるゴム本体2において片面は全面に反対側の面は一部の面に配置した例、(e)は帯状ゴム部材1におけるゴム本体2の中に一層埋設して配置した例、(f)は帯状ゴム部材1におけるゴム本体2の中に二層埋設して配置した例、(g)は帯状ゴム部材1におけるゴム本体2の中に一層埋設するとともに片面の全面に固着して配置した例である。   (A) is an example in which the rubber body 2 is disposed on one entire surface of the rubber body 2 in the belt-shaped rubber member 1, (b) is an example in which the rubber body 2 is disposed on a part of one surface of the rubber body 2 in the belt-shaped rubber member 1, and (c) is a belt-like shape. (D) is an example in which one side of the rubber body 2 in the belt-shaped rubber member 1 is disposed on the entire surface of the rubber body 2, and (d) is an example in which the opposite surface is disposed on a part of the surface. Is an example in which one layer is embedded in the rubber body 2 of the belt-shaped rubber member 1, (f) is an example in which two layers are embedded in the rubber body 2 of the belt-shaped rubber member 1, and (g) is a belt-shaped rubber. This is an example in which a single layer is embedded in the rubber body 2 of the member 1 and is fixed to the entire surface of one side.

(a)〜(d)の例では、膨らみ抑制補強シート3として、ゴムシートと繊維シート(不織布など)とを積層した積層シート(建築に使われている従来の水切り防水シート、ゴム引布など)を用い、繊維シートがゴム本体2の表面側になるようにして加硫接着による固着により配置されている。   In the examples of (a) to (d), the swelling suppressing reinforcing sheet 3 is a laminated sheet obtained by laminating a rubber sheet and a fiber sheet (such as a nonwoven fabric) (a conventional waterproofing sheet used for construction, a rubberized cloth, and the like). ), And the fiber sheet is arranged by vulcanization bonding so that the fiber sheet is on the surface side of the rubber body 2.

加硫接着による固着は、帯状ゴム部材1の製造段階で、ゴム原材料を押出成形した成形物(ゴム板)に膨らみ抑制補強シート3のゴムが接するようにして膨らみ抑制補強シート3を敷設し前記ゴム本体2と前記ゴムシートのゴム同士を加硫接着することによりなされる。このようなゴム同士の加硫接着によれば、ゴム本体2の表面(帯状ゴム部材1の帯表面)への強固な固着が行える The fixation by vulcanization bonding is performed by laying the swelling suppressing reinforcing sheet 3 in the manufacturing stage of the belt-shaped rubber member 1 so that the rubber of the swelling suppressing reinforcing sheet 3 comes into contact with a molded product (rubber plate) obtained by extruding a rubber raw material. This is achieved by vulcanizing and bonding the rubber of the rubber body 2 and the rubber of the rubber sheet. According to such vulcanization bonding between rubbers, firm fixation to the surface of the rubber main body 2 (the band surface of the band-shaped rubber member 1) can be performed .

膨らみ抑制補強シート3は(a)、(c)に示すようにゴム本体2における片側又は両側の全面に配置してもよいが、ゴム本体2の端部表面(帯状ゴム部材1の帯端部表面)に溝条を設けるなどの加工を施す場合は、(b)、(d)に示すように、膨らみ抑制補強シート3はゴム本体2の中央部表面に(帯状ゴム部材1の帯中央部表面)に設けておけばよい。   The bulge suppressing reinforcing sheet 3 may be arranged on one or both sides of the rubber main body 2 as shown in FIGS. 3A and 3C, but the end surface of the rubber main body 2 (the band end of the band-shaped rubber member 1). When processing such as providing grooves on the front surface), the swelling suppressing reinforcing sheet 3 is provided on the surface of the central portion of the rubber main body 2 as shown in (b) and (d). Surface).

ゴム本体2(帯状ゴム部材1)を両端部で固定して管路の内周面に設置した場合などは、前述の「膨らみ」はゴム本体2の中央部で最大となるので、少なくともゴム本体2の中央部表面に(帯状ゴム部材1の帯中央部表面)に設けておけば「膨らみ」は抑制できる。   When the rubber body 2 (the band-shaped rubber member 1) is fixed at both ends and installed on the inner peripheral surface of the conduit, the above-mentioned “bulge” becomes maximum at the center of the rubber body 2, so that at least the rubber body If it is provided on the center surface of the belt 2 (the center surface of the belt-shaped rubber member 1), "bulging" can be suppressed.

膨らみ抑制補強シート3は(e)、(f)に示すようにゴム本体2の中に埋設して配置してもよい。埋設して配置すれば、ゴム本体2の表面加工(溝条や防蝕層を設けるなどの加工)がし易くなるので好ましい。埋設は、帯状ゴム部材1の製造段階で、ゴム原材料を押出成形する際に所定の位置に膨らみ抑制補強シート3を敷設して行われる。   The bulge suppressing reinforcing sheet 3 may be buried and disposed in the rubber body 2 as shown in (e) and (f). It is preferable that the rubber body 2 be buried and disposed because the surface processing (processing such as provision of a groove or an anticorrosion layer) of the rubber main body 2 becomes easy. The embedding is performed by laying a swelling suppressing reinforcing sheet 3 at a predetermined position when extruding a rubber raw material in a manufacturing stage of the belt-shaped rubber member 1.

埋設する膨らみ抑制補強シート3は、例えば、柔軟性(伸縮性、可塑性)のある樹脂シート、柔軟性(伸縮性、可塑性)のある金属メッシュ・金属網・金属薄板などである。これらシートの厚みは、ゴム本体2(帯状ゴム部材1)の柔軟性(伸縮性、可塑性)、外力に対する追従性(変形性)を著しく阻害しなければ特に限定されない。   The bulging suppression reinforcing sheet 3 to be buried is, for example, a flexible (stretchable, plastic) resin sheet, a flexible (stretchable, plastic) metal mesh, a metal net, or a metal thin plate. The thickness of these sheets is not particularly limited as long as the flexibility (stretchability and plasticity) of the rubber body 2 (the belt-shaped rubber member 1) and the followability (deformability) to external force are not significantly impaired.

膨らみ抑制補強シート3は(e)に示すように一層配置してもよいが、耐震補強効果を増したい場合は(f)に示すように薄厚のものを二層以上の複数層配置してもよい。   The swelling suppression reinforcing sheet 3 may be arranged as a single layer as shown in (e), but if it is desired to increase the effect of seismic reinforcement, two or more thin layers may be arranged as shown in (f). Good.

膨らみ抑制補強シート3は(g)に示すように前記固着と前記埋設を併用してゴム本体2に配置してもよい。帯状ゴム部材1を対象物に装着する場合、特定の側を特に補強したい場合は、このように膨らみ抑制補強シート3を偏在して配置したものを用いることができる。   The bulge suppressing reinforcing sheet 3 may be disposed on the rubber body 2 by using both the fixing and the embedding as shown in FIG. When the belt-shaped rubber member 1 is attached to the target object, and when it is desired to particularly reinforce a specific side, a member in which the swelling suppressing reinforcing sheet 3 is unevenly arranged can be used.

図2は、本発明の補修部材7の例とその管路(管体)内面への取付例(補修部材7の使用例)を示す図(写真)である。この取付例は試験施工例であり、既設管路の代わりに管体(ヒューム管)8を用いている。   FIG. 2 is a view (photograph) showing an example of the repair member 7 of the present invention and an example of mounting the repair member 7 on the inner surface of a pipe (tube) (an example of use of the repair member 7). This installation example is a test execution example, and a pipe (fume pipe) 8 is used instead of the existing pipeline.

(a)は補修部材7を構成する帯リング4、(b)は補修部材7を構成する2つ一組の拡張固定バンドの分割片5、(c)は拡張固定バンドの分割片5を組み立ててなる補修部材7を構成する拡張固定バンド6、(d)は帯リング4の両端部に一組の拡張固定バンド6を取付け組み立ててなる本発明の補修部材7、(e)は本発明の補修部材7の管路を構成する管体(ヒューム管)8への設置、(f)は拡張固定バンド6の拡張による帯リング4の管体(ヒューム管)8の内面への圧着固定(緊圧固定)を示す図である。   (A) assembling the band ring 4 constituting the repair member 7, (b) assembling the split piece 5 of the pair of extended fixed bands constituting the repair member 7, and (c) assembling the split piece 5 of the extended fixed band. The repairing member 7 of the present invention is constructed by attaching and assembling a pair of expanding and fixing bands 6 at both ends of the band ring 4, and (e) of the present invention. The repair member 7 is installed on a pipe (fume pipe) 8 constituting a pipe, and (f) is a crimp-fixing (tightening) of the band ring 4 to the inner surface of the pipe (fume pipe) 8 by expanding the expansion fixing band 6. FIG.

(a)に示すように、本発明の補修部材7を構成する帯リング4は前述の図1に示すような帯状ゴム部材1における長手方向の両端部を加硫接着により接合し環状に形成してなるものである。帯リング4の内面側の表面は拡張固定バンドの拡張を均一かつスムーズに行うための滑剤が塗布されているか、下水や工場排水等による表面劣化を防ぐための防蝕層が設けられているのが好ましい。   As shown in FIG. 1A, the band ring 4 constituting the repair member 7 of the present invention is formed by joining both ends in the longitudinal direction of the band-shaped rubber member 1 as shown in FIG. It is. The inner surface of the band ring 4 is coated with a lubricant for uniformly and smoothly expanding the expansion fixing band, or is provided with an anticorrosion layer for preventing surface deterioration due to sewage or factory drainage. preferable.

(b)に示すように、この例では、本発明の補修部材7を構成する拡張固定バンドは2つ一組の拡張固定バンド6,6からなり、各拡張固定バンド6は2つに分割された拡張固定バンドの分割片5を環状に連結することにより得られるようにしてある。   As shown in (b), in this example, the extended fixed band constituting the repairing member 7 of the present invention includes a pair of extended fixed bands 6, 6, and each extended fixed band 6 is divided into two. It is obtained by connecting the divided pieces 5 of the extended fixed band in a ring shape.

各拡張固定バンド6を2つに分割するのは、分割して拡張固定バンドの分割片5,5にした方が、現場への搬送や管路内への搬入が容易となるからである。この例では2分割であるが、拡張固定バンド6の径が大きくなる場合は、3分割もしくは4分割にしてもよい。分割された2つの拡張固定バンドの分割片5,5は、(c)に示すように、2か所で連結することにより、一つの拡張固定バンド6を形成する。   The reason why each of the extension fixed bands 6 is divided into two is that the division into the divided pieces 5 and 5 of the extension fixed band facilitates transportation to the site and carrying into the pipeline. In this example, the band is divided into two, but when the diameter of the extended fixed band 6 becomes large, the band may be divided into three or four. The divided pieces 5 and 5 of the two extended fixed bands are connected at two places to form one extended fixed band 6, as shown in FIG.

前記帯リング4と一組の前記拡張固定バンド6,6とからなる本発明の補修部材7は、既設管路の内面または既設管路同士の接続部の内面を補修する際に、前記既設管路または前記接続部の内周面に装着して用いられ、(d)に示すように、少なくとも帯リング4(帯状ゴム部材)の帯両端部付近の内面に、それぞれ拡張固定バンド6,6を取付けて用いられる。帯リング4の外面には膨らみ抑制補強シート3(この例では、柔軟性のある樹脂シート)が強力な接着剤により固着されている。   The repairing member 7 of the present invention, which is composed of the band ring 4 and a pair of the expansion fixing bands 6, 6, repairs the existing pipe when repairing the inner surface of the existing pipeline or the inner surface of the connection portion between the existing pipelines. As shown in (d), at least on the inner surface near both ends of the band ring 4 (belt-shaped rubber member), extended fixing bands 6 and 6 are used. Used by mounting. On the outer surface of the band ring 4, a swelling suppressing reinforcing sheet 3 (a flexible resin sheet in this example) is fixed by a strong adhesive.

(d)に示す本発明の補修部材7は、既設管路を内面補修する際は、(e)に示すように、外面に膨らみ抑制補強シート3が固着された帯リング4を、膨らみ抑制補強シート3が固着された側が管体(ヒューム管)8の内面側になるように設置し、管内側から管体(ヒューム管)8の内面側に向かって一組の前記拡張固定バンド6,6により圧着固定される形で用いられる。   When the existing repairing member 7 shown in (d) repairs an existing pipe inside, as shown in (e), the band ring 4 to which the bulge suppressing reinforcing sheet 3 is fixed on the outer surface is used to bulge suppressing reinforcement. The sheet 3 is fixed such that the side to which the sheet 3 is fixed is located on the inner surface side of the tube (fume tube) 8, and a pair of the extended fixing bands 6, 6 are arranged from the inside of the tube toward the inner surface of the tube (fume tube) 8. It is used in a form that is fixed by pressure bonding.

図1に示す帯状ゴム部材1による帯リング4は両端部付近だけで固定され、中央部の帯表面は固定具により覆われることなく管内に向かって露出しているので、伸縮性、可塑性、変形性といったゴムの特性を活かすことができ、管体(ヒューム管)8の内面補修だけでなく、管体(ヒューム管)8を管内側から補強して耐震性能を向上させることができる。   The band ring 4 made of the band-shaped rubber member 1 shown in FIG. 1 is fixed only near both ends, and the band surface at the center is exposed toward the inside of the pipe without being covered by the fixing tool. It is possible to make use of the properties of rubber, such as properties, and not only to repair the inner surface of the tube (fume tube) 8, but also to improve the seismic performance by reinforcing the tube (fume tube) 8 from the inside of the tube.

また、帯リング4の裏面側(外面側)には膨らみ抑制補強シート3が配されているので、管内側の帯リング4の表面が図に示すように露出していても管内側に向かって大きく膨らむことはない。そのため、補修効果や耐震補強効果を長く維持できる。   Further, since the swelling suppressing reinforcing sheet 3 is arranged on the back side (outer side) of the band ring 4, even if the surface of the band ring 4 inside the tube is exposed as shown in the drawing, it is directed toward the tube inside. Does not swell significantly. Therefore, the repair effect and the seismic reinforcement effect can be maintained for a long time.

上記補修部材7は、(e)に示すような形で管体(ヒューム管)8の内面に仮装着された後、(f)に示すように、ジャッキ等の拡張治具を用いて拡張固定バンド6がその周方向に拡張され、それによって管体(ヒューム管)8の内面に圧着固定(緊圧固定)される。   After the repair member 7 is temporarily mounted on the inner surface of the tube (fume tube) 8 in the form as shown in (e), it is expanded and fixed using an expansion jig such as a jack as shown in (f). The band 6 is expanded in the circumferential direction thereof, and is thereby fixed to the inner surface of the tube body (fume tube) 8 by crimping (pressure fixing).

図3は、本発明の補修部材7の例と該補修部材7を用いた本発明の既設管路の内面補修構造16の例を示す管路方向の断面図である。(a)は片面に膨らみ抑制補強シート3を設けた帯状ゴム部材による帯リング4を用いた実施例、(b)は両面に膨らみ抑制補強シート3を設けた帯状ゴム部材による帯リング4を用いた実施例、(c)はゴム本体2の中に膨らみ抑制補強シート3を一層設けた帯状ゴム部材による帯リング4を用いた参考例である。 Figure 3 is a cross-sectional view of the conduit direction showing an example of the inner surface repair structure 16 of the existing pipeline of the present invention or the like using the examples and the repair section 7 of the repair section 7 such as the present invention. (A) shows an embodiment using a band-shaped rubber member 4 provided with a swelling suppression reinforcing sheet 3 on one side, and (b) uses a band ring 4 made of a band-shaped rubber member provided with a swelling suppression reinforcing sheet 3 on both sides. There embodiments, is a reference example using the (c) is band ring 4 by further provided with belt-shaped rubber member inhibition reinforcement sheet 3 bulges into the rubber body 2.

本発明の補修部材7は、帯リング4と一組(この例では2つ一組)の拡張固定バンド6,6とからなる。補修部材7、帯リング4、拡張固定バンド6の詳細については前述の通りである。   The repair member 7 of the present invention includes the band ring 4 and a pair (in this example, a pair of two) of the extended fixing bands 6 and 6. The details of the repair member 7, the band ring 4, and the extended fixed band 6 are as described above.

帯リング4の帯両端部付近に拡張固定バンド6,6を取付けるための取付部(凹部)15,15が設けられており、取付部15,15と反対側の面には溝条10,10が設けられている。また、帯リング4の両端部はテーパ9,9となっており、帯リングの断面は略台形状である。   Attachments (recesses) 15, 15 for attaching the extension fixing bands 6, 6 are provided near both ends of the band of the band ring 4, and grooves 10, 10 are provided on the surface opposite to the attachment parts 15, 15. Is provided. Further, both ends of the band ring 4 are tapered 9, 9 and the cross section of the band ring is substantially trapezoidal.

既設管路12はコンクリート製の管体からなり、その内面にはひび割れ等の劣化が従来の方法で補修された補修部位14がある。   The existing pipeline 12 is made of a concrete tubular body, and has a repaired portion 14 on the inner surface of which a deterioration such as a crack is repaired by a conventional method.

(a)に示す帯リング4では、既設管路12の管内側となる取付部(凹部)15のある側(台形の上底部側)にはフッ素ゴム系塗料により防蝕層11が設けられている。また、反対側の溝条10のある側(台形の下底部側)には表面に略拡張固定バンド6,6間の幅で膨らみ抑制補強シート3が長手方向に設けられている。   In the band ring 4 shown in (a), an anticorrosion layer 11 made of fluororubber-based paint is provided on the side of the existing pipeline 12 on the side where the mounting portion (recess) 15 is located (the upper bottom side of the trapezoid). . On the opposite side of the groove 10 (on the lower bottom side of the trapezoid), a swelling suppressing reinforcing sheet 3 is provided on the surface in the width direction between the substantially extended fixed bands 6 and 6 in the longitudinal direction.

(a)に示す既設管路の内面補修構造16では、図に示すように、帯リング4が補修部位14を覆うようにして既設管路12の内面13に設置され、拡張固定バンド6,6により前記内面13に圧着固定されている。   In the inner surface repair structure 16 of the existing pipeline shown in (a), as shown in the figure, the band ring 4 is installed on the inner surface 13 of the existing pipeline 12 so as to cover the repair portion 14, and the extension fixing bands 6, 6 are provided. Is pressed and fixed to the inner surface 13.

帯リング4は、図に示すように、溝条10や膨らみ抑制補強シート6がある側が裏面側(既設管路12の内面13に接する側)となるように配され、テーパ9,9は前記内面13に向かって先細りになっている。   As shown in the figure, the band ring 4 is disposed such that the side where the groove 10 and the bulge suppressing reinforcing sheet 6 are located is on the back side (the side in contact with the inner surface 13 of the existing pipeline 12). It tapers toward the inner surface 13.

このような既設管路の内面補修構造16にすれば、拡張固定バンド6は帯リング4の帯両端部付近にのみ設けられており帯リング4の全面を押さえつけていないので、帯リング4におけるゴム本体2のゴム特性(伸縮性、可塑性、変形性など)を活かすことができ外力に対して追従して力を緩和することができる。したがって、耐震補修が可能となる。   According to the inner surface repairing structure 16 of the existing pipeline, since the extension fixing band 6 is provided only near the both ends of the band ring 4 and does not press down the entire surface of the band ring 4, the rubber in the band ring 4 is not provided. The rubber properties (stretchability, plasticity, deformability, etc.) of the main body 2 can be utilized and the force can be reduced by following the external force. Therefore, seismic repair becomes possible.

また、本発明の補修部材7では、膨らみ抑制補強シート6を設けた帯状ゴム部材による帯リング4を用いているので、既設管路12と帯リング4の裏面との間に地下水等が侵入し既設管路12の管内に向かっての水圧が発生したとしても、拡張固定バンド6,6間の帯リング4が管内に向かって膨らむ(張り出す)のを抑制できる。   Further, in the repair member 7 of the present invention, since the band ring 4 made of the band-shaped rubber member provided with the swelling suppression reinforcing sheet 6 is used, groundwater or the like enters between the existing pipeline 12 and the back surface of the band ring 4. Even if a water pressure is generated toward the inside of the existing pipeline 12, it is possible to suppress the band ring 4 between the extension fixing bands 6 and 6 from expanding (protruding) toward the inside of the pipe.

また、帯リング4の裏面側(既設管路12の内面13に接する側)には複数列の溝条10が設けられているので、拡張固定バンド6により前記内面13に圧着した際に溝条10の溝が潰れ、それによってしっかりと帯リング4を前記内面13に圧着固定できる。   Further, since a plurality of rows of grooves 10 are provided on the back side of the band ring 4 (the side in contact with the inner surface 13 of the existing pipeline 12), the grooves are formed when the expanded fixed band 6 presses against the inner surface 13. The groove 10 is collapsed, so that the band ring 4 can be firmly fixed to the inner surface 13 by crimping.

また、下水や各種廃水に接する帯リング4の表面側(内面側)には防蝕層11が設けてあるので、下水や各種廃水による化学的侵蝕、これらの流水による機械的侵蝕を防ぐことができる。   Further, since the anticorrosion layer 11 is provided on the surface side (inner surface side) of the band ring 4 in contact with the sewage and various wastewaters, it is possible to prevent the chemical erosion by the sewage and various wastewaters and the mechanical erosion by these running waters. .

また、拡張固定バンド6を取付ける位置には取付部(凹部)15を設けているので、拡張固定バンド6を曲がって取付けたり地震等の振動により拡張固定バンド6がズレたり外れたりするのを防ぐことができる。この例では取付部は凹状になっているが、この形状に限定されるものではない。   Further, since the attachment portion (recess) 15 is provided at a position where the extension fixing band 6 is to be attached, the extension fixing band 6 is prevented from being bent or displaced or dislodged by vibration such as an earthquake due to bending and attachment. be able to. In this example, the mounting portion is concave, but is not limited to this shape.

また、帯リング4の両端部にはテーパ9,9を設けているので、帯リング4の端部に加わる下水等の水流による流水圧を受け流すことができ、帯リング4の端部からの劣化を防ぐことができる。   Further, since the tapered portions 9 are provided at both ends of the band ring 4, it is possible to receive flowing water pressure due to a water flow such as sewage added to the end of the band ring 4, and deterioration from the end of the band ring 4. Can be prevented.

(b)に示す帯リング4では、図に示すような配置で膨らみ抑制補強シート3,3が帯リング4の両面に設けられており、(b)に示す既設管路の内面補修構造16は、このような帯リング4を用いた点で前述の(a)の既設管路の内面補修構造16と異なる。このように、帯リング4の両面に膨らみ抑制補強シート3,3を設けた補修部材7を用いれば、前述の膨らみを強く抑制できるとともに、帯リング4のゴム本体2の劣化の進行を抑制できる。   In the band ring 4 shown in (b), the swelling suppression reinforcing sheets 3 and 3 are provided on both sides of the band ring 4 in an arrangement as shown in the figure, and the inner surface repairing structure 16 of the existing pipeline shown in (b) is The present embodiment differs from the above-mentioned (a) inner surface repair structure 16 of the existing pipeline in that such a band ring 4 is used. As described above, by using the repair member 7 having the swelling suppressing reinforcing sheets 3 and 3 provided on both sides of the band ring 4, the swelling described above can be strongly suppressed, and the deterioration of the rubber body 2 of the band ring 4 can be suppressed. .

(c)に示す帯リング4では、図に示すような配置で膨らみ抑制補強シート3がゴム本体2の中に一層埋設されて設けられており、(b)に示す既設管路の内面補修構造16は、このような帯リング4を用いた点で前述の(a)や(b)の既設管路の内面補修構造16と異なる。このように、膨らみ抑制補強シート3をゴム本体2の中に埋設した帯リング4による補強部材7を用いれば、輸送時や施工時における膨らみ抑制補強シート3の損傷やゴム本体2からの剥離を懸念する必要がなくなる。また、ゴム本体2の表面での前記ゴム特性を活かすことができるので、外力に対する追従性が良好となり効果的に耐震補修ができる。   In the band ring 4 shown in (c), the swelling suppressing reinforcing sheet 3 is provided so as to be buried in the rubber body 2 in an arrangement as shown in the figure, and the inner surface repair structure of the existing pipeline shown in (b) is provided. 16 is different from the above-described inner surface repair structure 16 of the existing pipeline in (a) and (b) in that such a band ring 4 is used. As described above, if the swelling suppression reinforcing sheet 3 is reinforced by the band ring 4 in which the swelling suppression reinforcing sheet 3 is embedded in the rubber body 2, damage to the swelling suppression reinforcement sheet 3 during transportation or construction and peeling from the rubber body 2 are prevented. There is no need to worry. In addition, since the rubber characteristics on the surface of the rubber main body 2 can be utilized, the ability to follow an external force is improved, and seismic repair can be performed effectively.

図4は、既設管路12,12の接続部を構成する管体A17と管体B18の接続部19における既設管路の内面補修構造16の例を示す図である。   FIG. 4 is a view showing an example of the inner surface repairing structure 16 of the existing pipeline at the connection 19 between the pipes A17 and B18 forming the connection between the existing pipelines 12, 12. As shown in FIG.

図に示すように、既設管路同士の接続部を内面補修する際は、帯リング4は補修部位を覆う形で管体A17の内面13と管体B18の内面13に跨って設置され帯リング4の帯両端部が各管体の内面13にそれぞれ拡張固定バンド6,6により圧着固定される。この図では、わかり易くするために、クラックの補修部位21を見える形で記載してある。   As shown in the figure, when the connection between the existing pipelines is repaired on the inner surface, the band ring 4 is installed over the inner surface 13 of the tube A17 and the inner surface 13 of the tube B18 so as to cover the repaired portion. The both ends of the band 4 are fixed to the inner surface 13 of each tube by the expansion fixing bands 6 and 6 respectively. In this figure, for the sake of simplicity, the repair portion 21 of the crack is shown in a visible form.

このように、本発明の補修部材7を用いて前記接続部19の内面補修を行えば、補修効果に加えて耐震効果も得られるので、地震等で破損しやすい前記接続部19の内面からの耐震補強が図れる。   As described above, if the inner surface of the connecting portion 19 is repaired by using the repairing member 7 of the present invention, a seismic effect can be obtained in addition to the repairing effect. Seismic reinforcement can be achieved.

1…帯状ゴム部材、2…ゴム本体、3…膨らみ抑制補強シート、4…帯リング、5…拡張固定バンドの分割片、6…拡張固定バンド、7…補修部材、8…管体(ヒューム管)、
9…テーパ、10…溝条、11…防蝕層、12…既設管路、13…内面、14…補修部位、15…取付部(凹部)、16…既設管路の内面補修構造、17…管体A、18…管体B、19…接続部、20…地山、21…クラックの補修部位
DESCRIPTION OF SYMBOLS 1 ... Belt-shaped rubber member, 2 ... Rubber main body, 3 ... Swelling suppression reinforcement sheet, 4 ... Band ring, 5 ... Divided piece of extended fixed band, 6 ... Extended fixed band, 7 ... Repair member, 8 ... Tube (fume tube) ),
9 ... taper, 10 ... groove, 11 ... corrosion-resistant layer, 12 ... existing pipeline, 13 ... inner surface, 14 ... repair site, 15 ... mounting portion (recess), 16 ... inner surface repair structure of existing pipeline, 17 ... pipe Body A, 18 ... Tube B, 19 ... Connection, 20 ... Ground, 21 ... Crack repair site

Claims (6)

管路の対象箇所または管路同士の接続部を補修したり耐震化したりする際に、前記管路または前記接続部の内周面及び/又は外周面に装着して用いる帯状ゴム部材であって、該帯状ゴム部材の少なくとも片側の帯表面に伸縮性と可撓性を有し、ゴムシートと繊維シートとの積層シートとして構成される帯状の膨らみ抑制補強シートが、繊維シートを表面側にして帯の長手方向に固着されていることを特徴とする帯状ゴム部材。 A belt-shaped rubber member to be attached to an inner peripheral surface and / or an outer peripheral surface of the pipeline or the connection portion when repairing or seismic resistance of a target portion of the pipeline or a connection portion between the pipelines, , on at least one side of the strip surface of the belt-shaped rubber member, the elasticity and flexibility possess, rubber sheet and the fiber sheet and strip-shaped bulge suppressing reinforcement sheet that consists a laminated sheet of the fiber sheet to the surface side strip rubber member whose longitudinal direction is fixed, wherein the Turkey of band Te. 前記帯状ゴム部材には、片側の帯表面の帯両端部付近に、前記帯状ゴム部材を前記管路または前記接続部の内周面及び/又は外周面に圧着固定するための固定バンドを取付ける取付部が設けられており、他側の帯表面の帯両端部付近に複数列の溝条が帯の長手方向に設けられていることを特徴とする請求項1に記載の帯状ゴム部材。 Attachment of a fixing band for fixing the band-shaped rubber member to the inner peripheral surface and / or the outer peripheral surface of the pipe or the connecting portion, near the both ends of the band on one side of the band-shaped rubber member. The band-shaped rubber member according to claim 1, wherein a plurality of rows of grooves are provided in the longitudinal direction of the band near the both ends of the band on the other surface of the band. 前記帯状ゴム部材は、帯両端部がテーパ状の帯横方向の縦断面が略台形状になっており、台形のテーパ部を含む上底側の帯表面上には、前記帯状ゴム部材もしくは前記膨らみ抑制補強シートにおける帯表面の劣化を防ぐ防蝕層が設けられていることを特徴とする請求項1又は2に記載の帯状ゴム部材。 The band-shaped rubber member has a substantially trapezoidal longitudinal cross section in the lateral direction of the band at both ends of the band, and the band-shaped rubber member or the band-shaped rubber member on a band surface on the upper bottom side including the trapezoidal tapered portion. The belt-shaped rubber member according to claim 1 or 2 , further comprising an anticorrosion layer for preventing deterioration of the band surface of the swelling suppressing reinforcing sheet. 既設管路の内面または既設管路同士の接続部の内面を補修する際に、前記既設管路または前記接続部の内周面に装着する補修部材であって、請求項又はに記載の帯状ゴム部材を環状に形成した帯リングと、該帯リングの左右の帯両端部付近に取付けて帯リングを内側から前記既設管路または前記接続部の内周面に圧着固定するための一組の拡張固定バンドとからなることを特徴とする補修部材。 A repairing member to be attached to an inner peripheral surface of the existing pipeline or the connecting portion when repairing an inner surface of an existing pipeline or an inner surface of a connecting portion between the existing pipelines, according to claim 2 or 3 . A band ring in which a band-shaped rubber member is formed in an annular shape, and a set for attaching the band ring near both ends of the left and right bands to press-fit the band ring from the inside to the existing pipe or the inner peripheral surface of the connection portion. A repair member comprising: an extended fixed band. 請求項2に記載の帯状ゴム部材を環状に形成した帯リングと、該帯リングの左右の帯両端部付近に取付けて帯リングを内側から既設管路または前記接続部の内周面に圧着固定するための一組の拡張固定バンドとからなる補修部材を用いた既設管路の内面補修構造であって、既設管路の内周面に、前記既設管路の内面の補修箇所が被覆され前記溝条が前記既設管路の内面に密接されるようにして前記帯リングが設置され、前記帯リングは、該帯リングの左右両端部付近の前記取付部に取付けられた一組の拡張固定バンドにより前記溝条の溝が圧縮され前記既設管路の内周面に圧着固定されていることを特徴とする既設管路の内面補修構造。 A strip ring which is formed annularly a strip rubber member according to claim 2, the inner peripheral surface of the inner or we already設管path or the connecting portion a band ring mounted in the vicinity of the band end portions of the left and right belt-ring An inner surface repair structure of an existing pipeline using a repair member including a set of expansion fixing bands for crimping and fixing, wherein a repair portion of an inner surface of the existing pipeline covers an inner peripheral surface of the existing pipeline. The band ring is installed such that the groove is in close contact with the inner surface of the existing pipeline, and the band ring is a set of expansions attached to the mounting portions near the left and right ends of the band ring. An inner surface repair structure for an existing pipeline, wherein a groove of the groove is compressed by a fixing band and fixed to an inner peripheral surface of the existing pipeline by pressure bonding. 前記膨らみ抑制補強シートは、前記帯状ゴム部材の帯両端部付近に設けられた左右の前記取付部間の幅で、前記帯状ゴム部材における前記取付部のある側とは反対側の管路側の帯表面にゴムの加硫接着により固着していることを特徴とする請求項に記載の既設管路の内面補修構造。 The swelling suppression reinforcing sheet has a width between the left and right mounting portions provided near both ends of the band of the band-shaped rubber member, and a band on the side of the band-shaped rubber member opposite to the side where the mounting portion is provided. The inner surface repair structure for an existing pipeline according to claim 5 , wherein the surface is fixed by vulcanization bonding of rubber.
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