JP6471043B2 - Cylinder repair member, underground drainage facility including the same, and cylinder repair method - Google Patents

Cylinder repair member, underground drainage facility including the same, and cylinder repair method Download PDF

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JP6471043B2
JP6471043B2 JP2015115682A JP2015115682A JP6471043B2 JP 6471043 B2 JP6471043 B2 JP 6471043B2 JP 2015115682 A JP2015115682 A JP 2015115682A JP 2015115682 A JP2015115682 A JP 2015115682A JP 6471043 B2 JP6471043 B2 JP 6471043B2
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annular member
cylinder
annular
hole
invert
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JP2017002516A (en
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秀起 安藤
秀起 安藤
岡本 晃
晃 岡本
陽和 佐野
陽和 佐野
中居 義貴
義貴 中居
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Aron Kasei Co Ltd
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Description

本発明は、筒部の補修部材、それを備えた地下排水施設、および筒部の補修方法に関する。   The present invention relates to a cylinder member repair member, an underground drainage facility including the same, and a cylinder part repair method.

地中に埋設されている地下排水施設の管路(以下、既設管路という)は、長期間の使用により腐食ガスまたは付着物等によって浸食され、劣化することがある。また、地盤沈下または地上からの圧力等によって既設管路が破損することがある。既設管路が破損等すると、破損した箇所から不明水(例えば雨水など)が既設管路内に浸入したり、既設管路内の水が外部に漏出する等のおそれがある。そこで、破損等した既設管路の補修が行われている。   Pipes of underground drainage facilities buried in the ground (hereinafter referred to as existing pipes) may be eroded and deteriorated by corrosive gas or deposits due to long-term use. In addition, existing pipelines may be damaged by land subsidence or pressure from the ground. If the existing pipeline is damaged, unknown water (such as rainwater) may enter the existing pipeline from the damaged location, or the water in the existing pipeline may leak to the outside. Therefore, repairs to existing pipelines that have been damaged are being carried out.

既設管路を補修する技術として、例えば特許文献1には、老朽化した保護鉄蓋およびコンクリートますの上部材を取り外し、コンクリートますの残存部分の上にドーナツ状の台座を積載することが開示されている。また、例えば特許文献2には、ます内に隆起部が形成されていない場合に、当該ますの側面にアンカーボルトを打ち込み、当該アンカーボルトによって補修部材を支持することが開示されている。   As a technique for repairing an existing pipe line, for example, Patent Document 1 discloses that an old protective iron lid and a concrete top member are removed and a donut-shaped pedestal is loaded on the remaining portion of the concrete base. ing. Further, for example, Patent Document 2 discloses that when a raised portion is not formed in the interior, an anchor bolt is driven into the side surface of the strip and the repair member is supported by the anchor bolt.

特開2003−213712号公報JP 2003-213712 A 特開2014−234584号公報JP 2014-234484 A

しかしながら、特許文献1の技術は、老朽化した保護鉄蓋およびコンクリートますの上部材の補修方法に言及しているに留まり、コンクリートますの補修部分の位置に制限がある。すなわち、特許文献1は、コンクリートますの保護鉄蓋および上部材以外の部分、つまりコンクリートますの筒部に破損が生じた場合にこの破損箇所を補修し得る技術を提案するものではない。また、特許文献2の技術では、作業者がます内に入ってアンカーボルトを打ち込むため、困難な作業が必要となる。そのため、容易に補修できる補修部材の開発が望まれていた。   However, the technology of Patent Document 1 only refers to a method for repairing an old protective iron lid and a concrete upper member, and the position of the repair portion of the concrete strip is limited. That is, Patent Document 1 does not propose a technique capable of repairing a damaged portion when a portion other than the protective iron cover of the concrete strip and the upper member, that is, a cylinder portion of the concrete strip is damaged. Moreover, in the technique of patent document 2, since an operator will enter more and drive an anchor bolt, a difficult operation | work will be needed. Therefore, development of a repair member that can be easily repaired has been desired.

本発明はかかる点に鑑みてなされたものであり、その目的は、筒部の劣化箇所または破損箇所によらずに当該筒部を容易に補修することが可能な筒部の補修部材、それを備えた地下排水施設、および筒部の補修方法を提供することである。   The present invention has been made in view of such a point, and its purpose is to provide a repair member for a cylindrical portion capable of easily repairing the cylindrical portion regardless of a deteriorated portion or a damaged portion of the cylindrical portion, It is to provide an underground drainage facility provided and a method of repairing a tubular portion.

本発明に係る筒部の補修部材は、上方に開口部を有し、側方に流入口および流出口を有する筒部と、筒部内部に形成され、流入口から流出口に向かって設けられた長溝状のインバート流路が形成されたインバートとを備えかつ地中に埋設されたますまたはマンホールを補修するための補修部材であって、環状に形成され、中央に第1孔部を有し、筒部の内径よりも小さな外径を有し、インバート流路の上に第1孔部が位置するように筒部に挿入される第1環状部材と、第2孔部を有する筒体と、筒体の外周面の周囲に沿って配置され、筒体から径方向の外方に突出し、筒部の内径よりも大きい外径を有する可撓性のシール部材と、シール部材の隣にて筒体から径方向の外方に突出し、突出長さがシール部材の突出長さよりも短く、シール部材が筒体の軸方向に撓むときにシール部材を支える支持部材と、を有し、第2孔部が第1孔部の上に位置するように第1環状部材上に配置される立管と、筒部の内周面と立管とにより仕切られた空間に充填された充填材と、筒体の上方の開口を覆う蓋と、を備えている。   The cylindrical member repairing member according to the present invention has an opening on the upper side, a cylindrical portion having an inlet and an outlet on the side, a cylindrical portion formed inside, and provided from the inlet to the outlet. And an invert in which a long groove-like invert channel is formed, and a repair member for repairing a manhole or a manhole that is buried in the ground, is formed in an annular shape, and has a first hole in the center. A first annular member having an outer diameter smaller than the inner diameter of the cylindrical portion, and inserted into the cylindrical portion so that the first hole portion is positioned on the invert channel, and a cylindrical body having the second hole portion, A flexible seal member disposed along the periphery of the outer peripheral surface of the cylinder, projecting radially outward from the cylinder, and having an outer diameter larger than the inner diameter of the cylinder, and next to the seal member Projecting radially outward from the cylinder, the projecting length is shorter than the projecting length of the seal member, A support member that supports the seal member when bent in the axial direction of the cylindrical body, and a standpipe disposed on the first annular member so that the second hole portion is positioned on the first hole portion; And a filler filled in a space partitioned by the inner peripheral surface of the cylindrical portion and the vertical pipe, and a lid that covers the opening above the cylindrical body.

本発明に係る筒部の補修部材によれば、第1環状部材および立管を筒部内部に挿入するといった比較的容易な作業で済み、アンカーボルトのような部材を筒部に打ち込むという作業負担が大きい作業が必要ではない。これにより、ますやマンホール内に隆起部が形成されていなくても、筒部を容易に補修することができる。また、筒部の内周面と立管とにより仕切られた空間に充填材が充填されるので、筒部の破損箇所や劣化箇所によらずに当該筒部を補修することができる。このような補修によって、筒部内の排水が外部へ漏れることが防止されると共に、筒部の外部の水が破損した箇所から筒部内へ侵入することが防止される。破損した箇所から筒部の外部の木の根などが筒部内へ侵入することも防止される。   According to the repair member of the cylinder portion according to the present invention, the relatively easy work of inserting the first annular member and the vertical pipe into the inside of the cylinder portion is sufficient, and the work burden of driving a member such as an anchor bolt into the cylinder portion. There is no need for big work. Thereby, even if the raised portion is not formed in the manhole, the cylindrical portion can be easily repaired. Moreover, since the filler is filled in the space partitioned by the inner peripheral surface of the cylindrical portion and the vertical pipe, the cylindrical portion can be repaired regardless of the damaged portion or the deteriorated portion of the cylindrical portion. By such repair, drainage in the cylinder part is prevented from leaking to the outside, and water outside the cylinder part is prevented from entering the cylinder part from a damaged location. It is also possible to prevent a tree root or the like outside the cylindrical portion from entering the cylindrical portion from the damaged portion.

本発明の好ましい一態様によれば、環状に形成され、立管の筒体が挿入される第3孔部を中央に有し、筒部の内径よりも小さな外径を有し、第3孔部に立管の筒体が挿入された状態で立管の支持部材上に積み重ねられる1または複数の第2環状部材をさらに備えている。   According to one preferable aspect of the present invention, the third hole is formed in an annular shape and has a third hole portion at the center into which the standing tube is inserted, and has an outer diameter smaller than the inner diameter of the tube portion. It further includes one or a plurality of second annular members stacked on the support member of the standpipe with the standpipe cylinder inserted into the part.

上記態様によれば、1または複数の第2環状部材を配置することにより、筒部の内周面と立管とにより仕切られた空間を小さくすることができる。それにより、例えばモルタル等の充填材の量を低減することができる。これによって、工期短縮を実現することができる。また、上記のようにモルタル等の充填材の量を低減することができるので、施工後に充填材の硬化に起因したひび割れが地表面に発生することを抑制することができる。   According to the said aspect, the space partitioned off by the internal peripheral surface of a cylinder part and a standing pipe can be made small by arrange | positioning 1 or several 2nd annular members. Thereby, the quantity of fillers, such as mortar, can be reduced, for example. Thereby, the construction period can be shortened. Moreover, since the quantity of fillers, such as mortar, can be reduced as mentioned above, it can suppress that the crack resulting from hardening of a filler after construction generate | occur | produces on the ground surface.

本発明の好ましい他の一態様によれば、インバートは、第1環状部材を支持する傾斜上面を備え、第1環状部材は、インバートの傾斜上面と接触し、当該傾斜上面と同じ傾きの傾斜下面を備えている。   According to another preferable aspect of the present invention, the invert includes an inclined upper surface that supports the first annular member, and the first annular member is in contact with the inclined upper surface of the invert and has an inclined lower surface having the same inclination as the inclined upper surface. It has.

上記態様によれば、インバートに対する第1環状部材の密着性を向上することができる。これにより、第1環状部材がインバートにより安定して支持される。特に第1環状部材の上方に1または複数の第2環状部材が積み重ねられる場合には、本態様を採用することがより望ましい。   According to the said aspect, the adhesiveness of the 1st annular member with respect to invert can be improved. Thereby, the first annular member is stably supported by the invert. In particular, when one or a plurality of second annular members are stacked above the first annular member, it is more desirable to adopt this aspect.

本発明の好ましい他の一態様によれば、第1環状部材は、当該第1環状部材の外周面が径方向に切り欠かれて側面視で半円形に形成された切り欠き部を備え、切り欠き部はインバート流路の上に配置されている。   According to another preferable aspect of the present invention, the first annular member includes a notch portion in which an outer peripheral surface of the first annular member is cut out in a radial direction and formed in a semicircular shape in a side view. The notch is disposed on the invert channel.

上記態様によれば、インバート流路およびその上方の流路に対する第1環状部材の干渉をなくすことができる。すなわち、インバート流路およびその上方の流路を塞がないように第1環状部材を配置することができる。   According to the above aspect, the interference of the first annular member with respect to the invert flow path and the flow path above the invert flow path can be eliminated. That is, the first annular member can be arranged so as not to block the invert flow path and the flow path above it.

本発明の好ましい他の一態様によれば、第1環状部材は、立管を支持するとともに水平に形成された上面を備えている。   According to another preferable aspect of the present invention, the first annular member includes an upper surface that supports the vertical pipe and is formed horizontally.

上記態様によれば、立管の荷重および充填材の荷重を第1環状部材に均一に分散させることができる。これにより、第1環状部材に疲労破壊が生じることを防ぐことができる。   According to the said aspect, the load of a standing pipe and the load of a filler can be disperse | distributed uniformly to a 1st annular member. Thereby, it is possible to prevent fatigue failure from occurring in the first annular member.

本発明の好ましい他の一態様によれば、第2環状部材の上部に凸部が形成され、第2環状部材の下部に凹部が形成され、立管の支持部材上に第1の第2環状部材が配置され、第1の第2環状部材上に第2の第2環状部材が積み重ねられ、第1の第2環状部材の凸部は、第2の第2環状部材の凹部に嵌合されている。   According to another preferable aspect of the present invention, a convex portion is formed on the upper portion of the second annular member, a concave portion is formed on the lower portion of the second annular member, and the first second annular portion is formed on the support member of the vertical pipe. The member is disposed, the second second annular member is stacked on the first second annular member, and the convex portion of the first second annular member is fitted into the concave portion of the second second annular member. ing.

上記態様によれば、第2環状部材上に別の第2環状部材を安定して積み重ねることができる。また、第2環状部材に対する別の第2環状部材の芯ずれを防止することができる。   According to the above aspect, another second annular member can be stably stacked on the second annular member. Further, misalignment of another second annular member with respect to the second annular member can be prevented.

本発明の好ましい他の一態様によれば、第2環状部材の凸部および凹部は、当該第2環状部材が配置された状態で、上方に向かうほど先細りとなるテーパ状に形成されている。   According to another preferable aspect of the present invention, the convex portion and the concave portion of the second annular member are formed in a tapered shape that tapers upward as the second annular member is disposed.

上記態様によれば、第2環状部材上に別の第2環状部材を容易に積み重ねることができると共に、第2環状部材から上記別の第2環状部材を容易に取り外すことができる。   According to the aspect described above, another second annular member can be easily stacked on the second annular member, and the other second annular member can be easily detached from the second annular member.

本発明に係る地下排水施設は、上方に開口部を有し、側方に流入口および流出口を有する筒部と、筒部内部に形成され、流入口から流出口に向かって設けられた長溝状のインバート流路が形成されたインバートとを備えかつ地中に埋設されたますまたはマンホールと、ますまたはマンホールを補修するための補修部材と、を備えた地下排水施設であって、補修部材は、環状に形成され、中央に第1孔部を有し、筒部の内径よりも小さな外径を有し、インバート流路の上に第1孔部が位置するように筒部に挿入される第1環状部材と、第2孔部を有する筒体と、筒体の外周面の周囲に沿って配置され、筒体から径方向の外方に突出し、筒部の内径よりも大きい外径を有する可撓性のシール部材と、シール部材の隣にて筒体から径方向の外方に突出し、突出長さがシール部材の突出長さよりも短く、シール部材が筒体の軸方向に撓むときにシール部材を支える支持部材と、を有し、第2孔部が第1孔部の上に位置するように第1環状部材上に配置される立管と、筒部の内周面と立管とにより仕切られた空間に充填された充填材と、筒体の上方の開口を覆う蓋と、を備えている。   The underground drainage facility according to the present invention has an opening on the upper side, a cylindrical part having an inlet and an outlet on the side, and a long groove formed inside the cylindrical part and provided from the inlet to the outlet. An underground drainage facility comprising an invert formed with a shaped invert channel and buried in the ground or a manhole, and a repair member for repairing the manhole or the manhole, the repair member being , Formed in an annular shape, having a first hole in the center, having an outer diameter smaller than the inner diameter of the tube, and being inserted into the tube so that the first hole is positioned on the invert channel The first annular member, the cylinder having the second hole, and the outer periphery of the cylinder are arranged along the periphery of the cylinder, projecting radially outward from the cylinder, and having an outer diameter larger than the inner diameter of the cylinder. A flexible sealing member having a protrusion projecting radially outward from the cylinder next to the sealing member. And a support member that supports the seal member when the seal member bends in the axial direction of the cylindrical body, and the second hole portion is the first hole portion. Covers a standpipe disposed on the first annular member so as to be positioned above, a filler filled in a space partitioned by the inner peripheral surface of the tube part and the standpipe, and an opening above the tube And a lid.

本発明に係る地下排水施設によれば、ますの筒部が破損または劣化した場合、本発明の補修部材を使用して筒部を補修することができる。   According to the underground drainage facility according to the present invention, when the cylinder portion is damaged or deteriorated, the cylinder portion can be repaired using the repair member of the present invention.

本発明に係る筒部の補修方法は、上方に開口部を有し、側方に流入口および流出口を有する筒部と、筒部内部に形成され、流入口から流出口に向かって設けられた長溝状のインバート流路が形成されたインバートとを備えかつ地中に埋設されたますまたはマンホールを補修するための補修方法であって、環状に形成され、中央に第1孔部を有し、筒部の内径よりも小さな外径を有する第1環状部材を、インバート流路の上に第1孔部が位置するように筒部に挿入する工程と、第2孔部を有する筒体と、筒体の外周面の周囲に沿って配置され、筒体から径方向の外方に突出し、筒部の内径よりも大きい外径を有する可撓性のシール部材と、シール部材の隣にて筒体から径方向の外方に突出し、突出長さがシール部材の突出長さよりも短く、シール部材が筒体の軸方向に撓むときにシール部材を支える支持部材と、を有する立管を、第2孔部が第1孔部の上に位置するように第1環状部材上に配置する工程と、筒体の上方の開口を覆うように蓋を配置する工程と、筒部の内周面と立管とにより仕切られた空間に充填材を充填する工程と、を備えている。   The cylindrical portion repairing method according to the present invention is formed in a cylindrical portion having an opening on the upper side and having an inlet and an outlet on the side, and provided inside the cylindrical portion, and provided from the inlet to the outlet. And an invert in which a long groove-like invert channel is formed, and is a repair method for repairing a manhole or an underground buried in the ground, which is formed in an annular shape and has a first hole in the center. A step of inserting the first annular member having an outer diameter smaller than the inner diameter of the cylindrical portion into the cylindrical portion so that the first hole portion is positioned on the invert channel, and a cylindrical body having the second hole portion, A flexible seal member disposed along the periphery of the outer peripheral surface of the cylinder, projecting radially outward from the cylinder, and having an outer diameter larger than the inner diameter of the cylinder, and next to the seal member Projects radially outward from the cylinder, and the projecting length is shorter than the projecting length of the seal member. And a support member that supports the seal member when the member bends in the axial direction of the cylindrical body, and is arranged on the first annular member so that the second hole portion is positioned on the first hole portion. A step, a step of arranging a lid so as to cover the opening above the cylindrical body, and a step of filling a filler into a space partitioned by the inner peripheral surface of the cylindrical portion and the vertical pipe.

本発明に係る筒部の補修方法によれば、筒部の内周面と立管とにより仕切られた空間に充填材が充填されるので、筒部の破損箇所や劣化箇所によらずに当該筒部を補修することができる。また、第1環状部材および立管を筒部内部に挿入するといった比較的容易な作業で済み、アンカーボルトのような部材を筒部に打ち込むという作業負担が大きい作業が必要ではない。これにより、筒部を容易に補修することができる。以上の補修によって、筒部内の排水が外部へ漏れることが防止されると共に、筒部の外部の水が破損した箇所から筒部内へ侵入することが防止される。破損した箇所から筒部の外部の木の根などが筒部内へ侵入することも防止される。   According to the method for repairing a tubular portion according to the present invention, the filler is filled in the space partitioned by the inner peripheral surface of the tubular portion and the vertical pipe, so that the relevant portion is not affected by the damaged portion or the degraded portion of the tubular portion. The cylinder part can be repaired. In addition, a relatively easy operation such as inserting the first annular member and the standpipe into the cylinder portion is sufficient, and an operation that requires a large work load such as driving a member such as an anchor bolt into the cylinder portion is not necessary. Thereby, a cylinder part can be repaired easily. By the above repair, the drainage in the cylinder part is prevented from leaking to the outside, and the water outside the cylinder part is prevented from entering the cylinder part from the damaged part. It is also possible to prevent a tree root or the like outside the cylindrical portion from entering the cylindrical portion from the damaged portion.

本発明によれば、筒部の劣化箇所または破損箇所によらずに当該筒部を容易に補修することが可能な筒部の補修部材、それを備えた地下排水施設、および筒部の補修方法を提供することができる。   According to the present invention, a tubular member repairing member capable of easily repairing the tubular portion regardless of a deteriorated or damaged portion of the tubular portion, an underground drainage facility provided with the same, and a method for repairing the tubular portion Can be provided.

本発明の第1実施形態に係るますの筒部内に挿入された補修部材の断面図である。It is sectional drawing of the repair member inserted in the cylinder part of the top which concerns on 1st Embodiment of this invention. (a)は本発明の第1実施形態に係るますの平面図であり、(b)は(a)のIIb−IIb線断面図である。(A) is the top view which concerns on 1st Embodiment of this invention, (b) is the IIb-IIb sectional view taken on the line of (a). (a)は本発明の第1実施形態に係る第1環状部材の平面図であり、(b)は(a)のIIIb−IIIb線断面図である。(A) is a top view of the 1st annular member concerning a 1st embodiment of the present invention, and (b) is a IIIb-IIIb line sectional view of (a). 本発明の第1実施形態に係る立管の正面図である。It is a front view of a standing pipe concerning a 1st embodiment of the present invention. 本発明の第1実施形態に係る立管の断面図である。It is a sectional view of a standing pipe concerning a 1st embodiment of the present invention. (a)および(b)は本発明の一実施形態に係る補修部材による補修方法の順序を説明するための説明図である。(A) And (b) is explanatory drawing for demonstrating the order of the repair method by the repair member which concerns on one Embodiment of this invention. (a)および(b)は本発明の一実施形態に係る補修部材による補修方法の順序を説明するための説明図である。(A) And (b) is explanatory drawing for demonstrating the order of the repair method by the repair member which concerns on one Embodiment of this invention. 本発明の第2実施形態に係るますの筒部内に挿入された補修部材の断面図である。It is sectional drawing of the repair member inserted in the cylinder part of the top which concerns on 2nd Embodiment of this invention. (a)は本発明の第2実施形態に係る第2環状部材の平面図であり、(b)は(a)のIXb−IXb線断面図である。(A) is a top view of the 2nd annular member concerning a 2nd embodiment of the present invention, and (b) is a IXb-IXb line sectional view of (a). (a)は本発明の第2実施形態に係る別の第2環状部材の平面図であり、(b)は(a)のXb−Xb線断面図である。(A) is a top view of another 2nd annular member concerning a 2nd embodiment of the present invention, and (b) is an Xb-Xb line sectional view of (a).

以下、本発明の第1実施形態に係る筒部の補修部材、それを備えた地下排水施設、および筒部の補修方法について説明する。   Hereinafter, the repair member of the cylinder part which concerns on 1st Embodiment of this invention, an underground drainage facility provided with the same, and the repair method of a cylinder part are demonstrated.

図1に示すように、地下排水施設100は、地中に埋設されており、排水を流す施設である。本明細書において、「排水」とは、排出された水を意味し、いわゆる汚水および雨水が含まれる。本実施形態に係る地下排水施設100は、ます50と補修部材1とを備えている。以下、補修部材1によります50の筒部52を補修する場合について説明する。なお、本発明における「補修」とは、破損した筒部52自体を復元することではなく、破損した筒部52の管路としての機能を復元することである。   As shown in FIG. 1, the underground drainage facility 100 is a facility that is buried in the ground and allows drainage to flow. In this specification, “drainage” means discharged water, and includes so-called sewage and rainwater. The underground drainage facility 100 according to the present embodiment includes 50 and the repair member 1. Hereinafter, the case where 50 cylinder parts 52 are repaired with the repair member 1 is demonstrated. The “repair” in the present invention is not to restore the damaged cylinder part 52 itself but to restore the function of the damaged cylinder part 52 as a pipeline.

図2(b)に示すように、ます50は有底筒状に形成されている。ます50は、底部51と、底部51に連結され、地面に向かって延びた筒部52と、筒部52の上端52aに積載された筒状の上部材53とを備えている。上部材53の上部には環状の溝部53aが形成されており、この溝部53aに平板状の蓋54が設置されている。溝部53aに設置された状態の蓋54の上面54aは、地面とほぼ面一となっている。図2(a)に示すように、筒部52の側方に流入口57および流出口58が貫通して設けられている。流入口57には図示しない流入配管が接続されており、流出口58には図示しない流出配管が接続されている。補修の際には蓋54は取り除かれる。ます50は、底部51上に形成されたインバート55を備えている。インバート55は、後述の第1環状部材2(図1参照)を支持する。インバート55には、流入口57から流出口58に向かって設けられた長溝状のインバート流路56が形成されている。インバート55は、インバート流路56を挟んで両側に配置された第1インバート形成部55aおよび第2インバート形成部55bにより構成されている。第1インバート形成部55aは、インバート流路56に向かうほど高さが低くなる第1傾斜上面55a1を有している。第2インバート形成部55bは、インバート流路56に向かうほど高さが低くなる第2傾斜上面55b1を有している。排水は流入口57からインバート流路56に流入し、インバート流路56を流れた排水は流出口58からます50の外へ流出する。   As shown in FIG. 2 (b), the first 50 is formed in a bottomed cylindrical shape. The first 50 includes a bottom 51, a cylinder 52 connected to the bottom 51 and extending toward the ground, and a cylindrical upper member 53 stacked on the upper end 52 a of the cylinder 52. An annular groove 53a is formed in the upper part of the upper member 53, and a flat lid 54 is installed in the groove 53a. The upper surface 54a of the lid 54 installed in the groove 53a is substantially flush with the ground. As shown in FIG. 2A, an inflow port 57 and an outflow port 58 are provided through the side of the cylindrical portion 52. An inflow pipe (not shown) is connected to the inflow port 57, and an outflow pipe (not shown) is connected to the outflow port 58. The lid 54 is removed during repair. The first 50 includes an invert 55 formed on the bottom 51. The invert 55 supports a first annular member 2 (see FIG. 1) described later. The invert 55 is formed with an invert channel 56 having a long groove shape provided from the inlet 57 toward the outlet 58. The invert 55 includes a first invert forming portion 55a and a second invert forming portion 55b disposed on both sides of the invert flow channel 56. The first invert forming portion 55 a has a first inclined upper surface 55 a 1 that decreases in height toward the invert channel 56. The second invert forming portion 55 b has a second inclined upper surface 55 b 1 that decreases in height toward the invert channel 56. The drainage flows into the invert channel 56 from the inlet 57, and the drainage that has flowed through the invert channel 56 flows out of the outlet 50 through the outlet 58.

本実施形態では、ます50の筒部52が破損しており、その破損箇所に対して補修部材1を用いた補修が施される。以下、その補修部材1の詳細について説明する。図1に示すように、補修部材1は、第1環状部材2と、立管4と、モルタル5と、蓋6とを備えている。筒部52の補修の際には、先ず、上述のように蓋54(図2参照)を取り除く。   In the present embodiment, 50 cylindrical portions 52 are further damaged, and repair using the repair member 1 is performed on the damaged portion. Hereinafter, details of the repair member 1 will be described. As shown in FIG. 1, the repair member 1 includes a first annular member 2, a standpipe 4, a mortar 5, and a lid 6. When repairing the cylindrical portion 52, first, the lid 54 (see FIG. 2) is removed as described above.

第1環状部材2は例えば樹脂の成形加工により形成される。樹脂を用いれば、成形加工し易くなる。第1環状部材2はインバート55に支持されている。第1環状部材2は、筒部52内に隆起部が形成されていない場合に、当該第1環状部材2を介してインバート55上に立管4を設置するための嵩上げ部材の機能を有している。第1環状部材2は、筒部52の内周面に沿った外形を有すればよい。第1環状部材2は円環状に形成されている。第1環状部材2の厚みは薄くてもよい。具体的には、第1環状部材2の厚みは筒部52の厚みよりも薄くてもよい。第1環状部材2の外径は、筒部52の内径よりも小さく形成されている。図3(a),(b)に示すように、第1環状部材2の中央に第1孔部10が形成されている。第1環状部材2は切り欠き部11を備えている。この切り欠き部11は、第1環状部材2の外周面が径方向に切り欠かれて側面視で半円形に形成されたものである。図1に示すように、第1環状部材2は、切り欠き部11がインバート流路56の上方に位置しかつ当該インバート流路56を跨ぐようにインバート55上に配置されている。切り欠き部11は、流入口57(図2(a)参照)および流出口58よりも大きく形成されている。これにより、インバート流路56およびその上方の流路を塞ぐことなく開放することができる。なお、厚みが異なる複数の第1環状部材2を容易しておくとよい。後述する筒部52の破損箇所A(図6(a)参照)を、後工程で筒部52内に充填されるモルタル5(図7(b)参照)により塞ぐためである。詳しくは、立管4の支持部材41およびシール部材44の高さ位置、厳密に言えば、シール部材44が筒体40の軸方向の上方に撓んだ状態における当該シール部材44の最上点の高さ位置が破損箇所Aよりも低くなるように、適切な厚みの第1環状部材2を用いるとよい。なお、切り欠き部11は成形加工時に形成するが、これに限定されるものではない。現場で作業者がグラインダー等を使用して、第1環状部材2に切り欠き部11を加工するようにしてもよい。   The first annular member 2 is formed, for example, by resin molding. If resin is used, it will be easy to mold. The first annular member 2 is supported by the invert 55. The first annular member 2 has a function of a raising member for installing the standpipe 4 on the invert 55 via the first annular member 2 when the raised portion is not formed in the cylindrical portion 52. ing. The first annular member 2 may have an outer shape along the inner peripheral surface of the cylindrical portion 52. The first annular member 2 is formed in an annular shape. The first annular member 2 may be thin. Specifically, the thickness of the first annular member 2 may be smaller than the thickness of the cylindrical portion 52. The outer diameter of the first annular member 2 is formed smaller than the inner diameter of the cylindrical portion 52. As shown in FIGS. 3A and 3B, a first hole 10 is formed in the center of the first annular member 2. The first annular member 2 includes a notch 11. The notch 11 is formed in a semicircular shape when viewed from the side by cutting the outer peripheral surface of the first annular member 2 in the radial direction. As shown in FIG. 1, the first annular member 2 is disposed on the invert 55 such that the notch 11 is located above the invert flow path 56 and straddles the invert flow path 56. The notch 11 is formed larger than the inflow port 57 (see FIG. 2A) and the outflow port 58. Thereby, it can open | release, without blocking the invert flow path 56 and the flow path above it. A plurality of first annular members 2 having different thicknesses may be facilitated. This is because a damaged portion A (see FIG. 6A) of the cylindrical portion 52, which will be described later, is closed by a mortar 5 (see FIG. 7B) filled in the cylindrical portion 52 in a later step. Specifically, the height positions of the support member 41 and the seal member 44 of the vertical pipe 4, strictly speaking, the uppermost point of the seal member 44 in a state where the seal member 44 is bent upward in the axial direction of the cylindrical body 40. It is preferable to use the first annular member 2 having an appropriate thickness so that the height position is lower than the damaged portion A. In addition, although the notch part 11 is formed at the time of a shaping | molding process, it is not limited to this. An operator may process the notch portion 11 in the first annular member 2 by using a grinder or the like at the site.

第1環状部材2は、水平に形成された環状の上面2bを備えている。また、第1環状部材2は、上述の第1傾斜上面55a1および第2傾斜上面55b1とほぼ同じ傾きの環状の傾斜下面2aを備えている。この傾斜下面2aは、第1孔部10に向かうほど、矢印D1の方向における第1環状部材2の厚みが増すように傾斜して形成されている。第1環状部材2の傾斜下面2aは第1傾斜上面55a1および第2傾斜上面55b1に接触している。   The first annular member 2 includes an annular upper surface 2b formed horizontally. The first annular member 2 includes an annular inclined lower surface 2a having substantially the same inclination as the first inclined upper surface 55a1 and the second inclined upper surface 55b1 described above. The inclined lower surface 2a is formed to be inclined so that the thickness of the first annular member 2 in the direction of the arrow D1 increases toward the first hole portion 10. The inclined lower surface 2a of the first annular member 2 is in contact with the first inclined upper surface 55a1 and the second inclined upper surface 55b1.

第1環状部材2の材質としては、例えば複合樹脂を用いることができる。これにより、第1環状部材2において空隙を少なくすることができ、耐荷重を大きくすることができる。それにより、第1環状部材2の上にモルタル5を充填しても、第1環状部材2の耐久性が低下するのを抑制することができる。ただし、第1環状部材2の材質は上記に限定されるものではない。   As a material of the first annular member 2, for example, a composite resin can be used. Thereby, a space | gap can be decreased in the 1st annular member 2, and a load resistance can be enlarged. Thereby, even if the mortar 5 is filled on the 1st annular member 2, it can suppress that durability of the 1st annular member 2 falls. However, the material of the first annular member 2 is not limited to the above.

次に、立管4について説明する。立管4は円筒形状に形成されている。図4および図5に示すように、立管4は、筒体40と、支持部材41と、シール部材44とを備えている。筒体40には第2孔部45が形成されている。筒体40の材料は特に限定されないが、本実施形態では筒体40は塩化ビニル製である。筒体40の外周面の少なくとも一部には、砂付け加工が施してあることが好ましい。後述するように、モルタル5を筒部52の内周面と立管4とにより仕切られた空間に充填して固めるとき、当該モルタル5と上記砂付け加工とが噛み合うので、モルタル5が上記空間から抜け難くなる。シール部材44は、筒体40の下端部に設けられている。ただし、シール部材44を筒体40の下端部以外の部分に設けることも可能である。シール部材44は環状に形成されており、筒体40の外周面から外方に向かって突出している。シール部材44は、筒体40の外周面の全周にわたって形成されている。シール部材44は、筒部52の内径よりも大きい外径を有している。シール部材44は、可撓性を有しており、例えばゴムによって成形されている。ただし、シール部材44は可撓性を有していればよく、その材料は特に限定されない。なお、シール部材44を筒体40に取り付ける方法は特に限定されないが、本実施形態ではシール部材44は接着剤によって筒体40に取り付けられている。   Next, the vertical pipe 4 will be described. The vertical pipe 4 is formed in a cylindrical shape. As shown in FIGS. 4 and 5, the standpipe 4 includes a cylindrical body 40, a support member 41, and a seal member 44. A second hole 45 is formed in the cylindrical body 40. Although the material of the cylinder 40 is not specifically limited, In this embodiment, the cylinder 40 is made of vinyl chloride. It is preferable that at least a part of the outer peripheral surface of the cylindrical body 40 is sanded. As will be described later, when the mortar 5 is filled and hardened in a space partitioned by the inner peripheral surface of the cylindrical portion 52 and the vertical pipe 4, the mortar 5 and the sanding process mesh with each other. It becomes difficult to come off. The seal member 44 is provided at the lower end portion of the cylindrical body 40. However, it is also possible to provide the seal member 44 at a portion other than the lower end portion of the cylindrical body 40. The seal member 44 is formed in an annular shape and protrudes outward from the outer peripheral surface of the cylindrical body 40. The seal member 44 is formed over the entire circumference of the outer peripheral surface of the cylindrical body 40. The seal member 44 has an outer diameter larger than the inner diameter of the cylindrical portion 52. The seal member 44 has flexibility and is formed of rubber, for example. However, the seal member 44 only needs to be flexible, and the material thereof is not particularly limited. The method for attaching the seal member 44 to the cylindrical body 40 is not particularly limited, but in this embodiment, the seal member 44 is attached to the cylindrical body 40 with an adhesive.

支持部材41は、シール部材44が筒体40の軸方向の上方に向かって撓むときに(図1参照)、シール部材44を支える部材である。支持部材41は、筒体40と別体で形成されており、筒体40に取り付けられている。本実施形態では、図4および図5に示すように、支持部材41は、シール部材44上に位置している。支持部材41は、ボス状に形成されており、断面L字状に形成されている。支持部材41は、筒体40の外周面に接触して設けられた筒部42と、筒部42の下端から径方向の外方に延び、シール部材44上に設けられた支持部43とを備えている。支持部材41は、筒体40から径方向の外方に突出し、突出長さがシール部材44の突出長さよりも短くなっている。支持部材41は、シール部材44よりも硬い材料で成形されている。本実施形態では、支持部材41は塩化ビニル製であるが、その材料の種類は特に限定されない。筒部42には筒体40が嵌め込まれている。筒部42と支持部43とは一体で成形されている。このような構成において、立管4は筒部52(図1参照)内に挿入され、第1環状部材2(図1参照)上に配置される。詳細には、立管4は、シール部材44および筒体40の下端部が第1環状部材2の上面2b(図1参照)に接触した状態で配置される。この場合、第1環状部材2の第1孔部10の上方に筒体40の第2孔部45が位置する。第1環状部材2の第1孔部10の周壁と筒体40の第2孔部45の周壁とがほぼ面一となる。このとき、シール部材44は筒体40の軸方向の上方に向かって撓んだ状態で筒部52の内周面に接触する。これにより、シール部材44と筒部52の内周面との隙間が塞がれる。   The support member 41 is a member that supports the seal member 44 when the seal member 44 bends upward in the axial direction of the cylindrical body 40 (see FIG. 1). The support member 41 is formed separately from the cylindrical body 40 and is attached to the cylindrical body 40. In the present embodiment, as shown in FIGS. 4 and 5, the support member 41 is located on the seal member 44. The support member 41 is formed in a boss shape and has an L-shaped cross section. The support member 41 includes a cylindrical part 42 provided in contact with the outer peripheral surface of the cylindrical body 40, and a support part 43 provided on the seal member 44 and extending radially outward from the lower end of the cylindrical part 42. I have. The support member 41 protrudes outward in the radial direction from the cylindrical body 40, and the protrusion length is shorter than the protrusion length of the seal member 44. The support member 41 is formed of a material harder than the seal member 44. In the present embodiment, the support member 41 is made of vinyl chloride, but the type of the material is not particularly limited. A cylindrical body 40 is fitted in the cylindrical portion 42. The cylinder part 42 and the support part 43 are integrally molded. In such a configuration, the standpipe 4 is inserted into the cylindrical portion 52 (see FIG. 1) and disposed on the first annular member 2 (see FIG. 1). Specifically, the standpipe 4 is disposed in a state where the lower end portions of the seal member 44 and the cylinder body 40 are in contact with the upper surface 2b (see FIG. 1) of the first annular member 2. In this case, the second hole 45 of the cylindrical body 40 is located above the first hole 10 of the first annular member 2. The peripheral wall of the first hole 10 of the first annular member 2 and the peripheral wall of the second hole 45 of the cylindrical body 40 are substantially flush. At this time, the seal member 44 comes into contact with the inner peripheral surface of the cylindrical portion 52 in a state of being bent upward in the axial direction of the cylindrical body 40. Thereby, the clearance gap between the sealing member 44 and the inner peripheral surface of the cylinder part 52 is closed.

図1に示すように、立管4の上方の開口は蓋6により閉じられる。蓋6は、立管4に対して着脱可能となっている。インバート55およびインバート流路56を清掃および検査等するときには、蓋6を取り外して立管4を開口した状態にする。インバート55およびインバート流路56の清掃等が終了すると、立管4に蓋6を取り付けるようにする。   As shown in FIG. 1, the opening above the standpipe 4 is closed by a lid 6. The lid 6 can be attached to and detached from the standpipe 4. When cleaning and inspecting the invert 55 and the invert channel 56, the lid 6 is removed and the standing pipe 4 is opened. When the cleaning of the invert 55 and the invert flow path 56 is completed, the lid 6 is attached to the vertical pipe 4.

本実施形態では、充填材としてモルタル5を用いる。モルタル5の他に、充填材としてコンクリートなどの他の材料を充填してもよい。モルタル5として、急結モルタルを充填するようにしてもよい。急結モルタルを充填することにより、硬化時間の短縮を実現することができ、工期短縮を図ることができる。モルタル5は、筒部52内に充填されている。詳しくは、図1に示すように、立管4と筒部52の内周面とにより仕切られた空間が形成されている。モルタル5は、上記空間に充填される。モルタル5は、当該モルタル5の上面が蓋6の上面およびます50の上部材53の上端面とほぼ面一となるように充填されている。なお、モルタル5を充填する前に上記空間に液状の硬化性注入材を充填してもよい。これにより、たとえ、筒部52の内周面とシール部材44との間に隙間があったとしても、硬化性注入材によってその隙間が埋められる。これにより、筒部52の内周面とシール部材44との間からモルタル5または水等が漏れることを防止することができる。   In this embodiment, mortar 5 is used as the filler. In addition to the mortar 5, other materials such as concrete may be filled as a filler. The mortar 5 may be filled with quick setting mortar. By filling the quick setting mortar, the curing time can be shortened and the work period can be shortened. The mortar 5 is filled in the cylindrical portion 52. Specifically, as shown in FIG. 1, a space partitioned by the upright pipe 4 and the inner peripheral surface of the cylindrical portion 52 is formed. The mortar 5 is filled in the space. The mortar 5 is filled so that the upper surface of the mortar 5 is substantially flush with the upper surface of the lid 6 and the upper end surface of the upper member 53. The space may be filled with a liquid curable injecting material before filling with the mortar 5. Thereby, even if there is a gap between the inner peripheral surface of the cylindrical portion 52 and the seal member 44, the gap is filled with the curable injection material. Thereby, it is possible to prevent the mortar 5 or water from leaking between the inner peripheral surface of the cylindrical portion 52 and the seal member 44.

次に、補修部材1を用いて筒部52を補修する手順について説明する。ここでは、図6(a)に示すように、筒部52の箇所Aが破損しているものとする。以下、この箇所Aを破損箇所と呼ぶ。この破損は、例えば長期間の使用により腐食ガスまたは付着物などによって浸食されて劣化するもの、或いは、地盤沈下または地上からの荷重による疲労によって生じるものである。このように筒部52に破損が生じると、筒部52内の排水が外部に漏れ、或いは外部の水が筒部52内に侵入するおそれがあるため、補修部材1により筒部52を補修する。   Next, a procedure for repairing the cylindrical portion 52 using the repair member 1 will be described. Here, as shown to Fig.6 (a), the location A of the cylinder part 52 shall be damaged. Hereinafter, this part A is called a damaged part. This damage is caused by, for example, erosion caused by corrosive gas or deposits due to long-term use, or is caused by ground subsidence or fatigue due to a load from the ground. If the cylindrical portion 52 is damaged in this way, the drainage in the cylindrical portion 52 may leak to the outside, or external water may enter the cylindrical portion 52, so the cylindrical portion 52 is repaired by the repair member 1. .

最初に、図6(a)に示すように、上部材53の蓋54(図2参照)を取り除く。これにより、筒部52が開口された状態となる。次に、図6(b)に示すように、第1環状部材2を筒部52内に挿入し、インバート55上に配置する。この場合、第1環状部材2を、筒部52の内周面から離間するように挿入する。第1環状部材2の中心軸と筒部52の中心軸とが重なるように第1環状部材2を挿入するとよい。このとき、第1環状部材2を、切り欠き部11がインバート流路56の上方に位置しかつ当該インバート流路56を跨ぐようにインバート55上に配置する。本実施形態では、上述のように、第1環状部材2の傾斜下面2aが第1傾斜上面55a1および第2傾斜上面55b1とほぼ同じ傾きとなっている。そのため、第1傾斜上面55a1および第2傾斜上面55b1に沿って第1環状部材2の傾斜下面2aを配置すれば、第1環状部材2の中心軸と筒部52の中心軸とが自然に重なるようになっている。   First, as shown in FIG. 6A, the lid 54 (see FIG. 2) of the upper member 53 is removed. Thereby, the cylinder part 52 will be in the open state. Next, as shown in FIG. 6B, the first annular member 2 is inserted into the cylindrical portion 52 and disposed on the invert 55. In this case, the first annular member 2 is inserted so as to be separated from the inner peripheral surface of the cylindrical portion 52. The first annular member 2 may be inserted so that the central axis of the first annular member 2 and the central axis of the cylindrical portion 52 overlap. At this time, the first annular member 2 is disposed on the invert 55 such that the cutout portion 11 is located above the invert flow path 56 and straddles the invert flow path 56. In the present embodiment, as described above, the inclined lower surface 2a of the first annular member 2 has substantially the same inclination as the first inclined upper surface 55a1 and the second inclined upper surface 55b1. Therefore, if the inclined lower surface 2a of the first annular member 2 is disposed along the first inclined upper surface 55a1 and the second inclined upper surface 55b1, the central axis of the first annular member 2 and the central axis of the cylindrical portion 52 naturally overlap. It is like that.

次に、図7(a)に示すように、立管4を筒部52内に挿入し、第1環状部材2上に配置する。この場合、立管4の中心軸と第1環状部材2の中心軸とが重なるように立管4を挿入するとよい。このとき、筒体40の第2孔部45の周壁と第1環状部材2の第1孔部10の周壁とがほぼ面一となる。これにより、シール部材44は筒体40の軸方向の上方に向かって撓んだ状態で筒部52の内周面に接触する。これによって、シール部材44と筒部52の内周面との密着性を向上させることができる。その結果、シール部材44と筒部52の内周面との隙間が確実に塞がれる。それにより、後工程で筒部52内に充填されるモルタル5(図7(b)参照)が筒部52内の下方に侵入することが防止される。なお、立管4の挿入時にシール部材44が筒部52の内周面から圧力を受けるため、立管4の中心軸と第1環状部材2の中心軸とが重なり易くなり、当該立管4が中央に配置され易くなっている。また、第2孔部45の周壁と第1孔部10の周壁とがほぼ面一となることにより、維持管理のための各種器具を地上から挿入するときに、当該器具が第1孔部10の周壁および第2孔部45の周壁に引っ掛かり難くなる。上記の様にして立管4を配置した後、立管4の上方の開口を蓋6で閉じる。なお、後述の後工程においてモルタル5を充填した後に、蓋6を設置するようにしてもよい。この場合、モルタル5を筒部52内に充填する際に、立管4の上方の開口から当該モルタル5が入らないようにすることが望ましい。   Next, as shown in FIG. 7A, the standpipe 4 is inserted into the cylindrical portion 52 and disposed on the first annular member 2. In this case, the standpipe 4 may be inserted so that the center axis of the standpipe 4 and the center axis of the first annular member 2 overlap. At this time, the peripheral wall of the second hole 45 of the cylindrical body 40 and the peripheral wall of the first hole 10 of the first annular member 2 are substantially flush. As a result, the seal member 44 comes into contact with the inner peripheral surface of the cylindrical portion 52 in a state of being bent upward in the axial direction of the cylindrical body 40. As a result, the adhesion between the seal member 44 and the inner peripheral surface of the cylindrical portion 52 can be improved. As a result, the gap between the seal member 44 and the inner peripheral surface of the cylindrical portion 52 is reliably closed. Thereby, it is prevented that the mortar 5 (see FIG. 7B) filled in the cylindrical part 52 in a subsequent process enters the lower part in the cylindrical part 52. Since the seal member 44 receives pressure from the inner peripheral surface of the cylindrical portion 52 when the standpipe 4 is inserted, the center axis of the standpipe 4 and the center axis of the first annular member 2 are likely to overlap, and the standpipe 4 Is easily arranged in the center. Moreover, when the peripheral wall of the 2nd hole 45 and the peripheral wall of the 1st hole part 10 become substantially flush | planar, when the various instruments for maintenance management are inserted from the ground, the said instrument becomes the 1st hole part 10. And the peripheral wall of the second hole 45 are less likely to get caught. After arranging the standpipe 4 as described above, the opening above the standpipe 4 is closed with the lid 6. In addition, you may make it install the lid | cover 6 after filling the mortar 5 in the post process mentioned later. In this case, it is desirable to prevent the mortar 5 from entering from the opening above the standpipe 4 when the mortar 5 is filled into the cylindrical portion 52.

続いて、図7(b)に示すように、モルタル5を筒部52内に充填する。詳細には、立管4と筒部52の内周面とにより仕切られた空間にモルタル5を充填する。これにより、筒部52の破損箇所A、具体的には、図7(b)の破損箇所Aの左端にモルタル5が接触することとなる。モルタル5の上面が蓋6の上面およびます50の上部材53の上端面とほぼ面一となるようにモルタル5を充填すればよい。なお、モルタル5を充填する前に上記空間に液状の硬化性注入材を充填してもよい。以上により、筒部52の破損箇所Aの補修が完了する。   Subsequently, as shown in FIG. 7B, the mortar 5 is filled into the cylindrical portion 52. Specifically, the mortar 5 is filled into a space partitioned by the vertical pipe 4 and the inner peripheral surface of the cylindrical portion 52. Thereby, the mortar 5 will contact the damaged part A of the cylindrical part 52, specifically, the left end of the damaged part A of FIG.7 (b). The mortar 5 may be filled so that the upper surface of the mortar 5 is substantially flush with the upper surface of the lid 6 and the upper end surface of the upper member 53. The space may be filled with a liquid curable injecting material before filling with the mortar 5. As described above, the repair of the damaged portion A of the cylindrical portion 52 is completed.

以上のように本実施形態では、筒部52の内周面と立管4とにより仕切られた空間にモルタル5が充填されるので、筒部52の破損箇所や劣化箇所によらずに当該筒部52を補修することができる。また、第1環状部材2および立管4を筒部52内部に挿入するといった比較的容易な作業で済み、アンカーボルトのような部材を筒部52に打ち込むという作業負担が大きい作業が必要ではない。これにより、ます内に隆起部が形成されていない筒部52を容易に補修することができる。以上の補修によって、筒部52内の排水が外部へ漏れることが防止されると共に、筒部52の外部の水が破損した箇所から筒部52内へ侵入することが防止される。破損した箇所から筒部52の外部の木の根などが筒部52内へ侵入することも防止される。   As described above, in the present embodiment, since the mortar 5 is filled in the space partitioned by the inner peripheral surface of the cylindrical portion 52 and the vertical pipe 4, the cylindrical portion 52 is not affected by the damaged portion or the deteriorated portion. The part 52 can be repaired. In addition, a relatively easy operation of inserting the first annular member 2 and the standpipe 4 into the cylindrical portion 52 is sufficient, and an operation with a large work load of driving a member such as an anchor bolt into the cylindrical portion 52 is not necessary. . Thereby, the cylinder part 52 in which the protruding part is not formed in the inside can be easily repaired. By the above repair, the drainage in the cylindrical part 52 is prevented from leaking to the outside, and the water outside the cylindrical part 52 is prevented from entering the cylindrical part 52 from the damaged part. It is also possible to prevent a tree root or the like outside the cylindrical portion 52 from entering the cylindrical portion 52 from the damaged portion.

また、本実施形態によれば、第1環状部材2は、第1インバート形成部55aの第1傾斜上面55a1および第2インバート形成部55bの第2傾斜上面55b1と同じ傾きの傾斜下面2aを備えている。これにより、インバート55に対する第1環状部材2の密着性を向上することができる。それにより、第1環状部材2がインバート55により安定して支持される。特に第1環状部材2の上方に1または複数の第2環状部材3が積み重ねられる場合には、本態様を採用することがより望ましい。   According to the present embodiment, the first annular member 2 includes the inclined lower surface 2a having the same inclination as the first inclined upper surface 55a1 of the first invert forming portion 55a and the second inclined upper surface 55b1 of the second invert forming portion 55b. ing. Thereby, the adhesiveness of the 1st annular member 2 with respect to the invert 55 can be improved. Thereby, the first annular member 2 is stably supported by the invert 55. In particular, when one or a plurality of second annular members 3 are stacked above the first annular member 2, it is more desirable to adopt this aspect.

また、本実施形態によれば、第1環状部材2が挿入された状態で切り欠き部11はインバート流路56の上に配置されている。これにより、インバート流路56およびその上方の流路に対する第1環状部材2の干渉をなくすことができる。すなわち、インバート流路56およびその上方の流路を塞がないように第1環状部材2を配置することができる。   Further, according to the present embodiment, the cutout portion 11 is disposed on the invert flow path 56 with the first annular member 2 inserted. Thereby, interference of the 1st annular member 2 with respect to the invert flow path 56 and the flow path above it can be eliminated. That is, the first annular member 2 can be arranged so as not to block the invert flow path 56 and the flow path above it.

また、本実施形態によれば、第1環状部材2は、立管4を支持するとともに水平に形成された上面2bを備えている。それにより、立管4の荷重およびモルタル5の荷重を第1環状部材2に均一に分散させることができる。これにより、第1環状部材2に疲労破壊が生じることを防ぐことができる。   Moreover, according to this embodiment, the 1st annular member 2 is provided with the upper surface 2b formed horizontally while supporting the standing pipe 4. As shown in FIG. Thereby, the load of the standpipe 4 and the load of the mortar 5 can be uniformly dispersed in the first annular member 2. Thereby, it is possible to prevent fatigue failure from occurring in the first annular member 2.

以上、第1実施形態に係る補修部材1について説明したが、本発明に係る補修部材は第1実施形態のものに限らず、他の種々の形態で実施することができる。以下、第2実施形態について説明する。なお以下では、既に説明した構成と同様の構成には同じ符号を使用し、その説明は省略することとする。   Although the repair member 1 according to the first embodiment has been described above, the repair member according to the present invention is not limited to that of the first embodiment, and can be implemented in various other forms. Hereinafter, a second embodiment will be described. In the following, the same reference numerals are used for the same components as those already described, and the description thereof is omitted.

図8に示すように、第2実施形態の補修部材1aが上記第1実施形態の補修部材1と異なる点は、1または複数の第2環状部材3を筒部52内に配置する点である。その他の点は第1実施形態と同様である。第2環状部材3は、立管4の支持部材41上に積み重ねられる。一つの第2環状部材3を用いる場合には、当該第2環状部材3は立管4の支持部材41上に積まれる。一方、図8に示すように、第2環状部材3として、3つの第2環状部材3a,3b,3cを用いる場合には、立管4の支持部材41上に第2環状部材3aが積まれ、第2環状部材3a上に第2環状部材3bが積み重ねられ、第2環状部材3b上に第2環状部材3cが積み重ねられる。   As shown in FIG. 8, the repair member 1 a of the second embodiment is different from the repair member 1 of the first embodiment in that one or a plurality of second annular members 3 are arranged in the cylindrical portion 52. . Other points are the same as in the first embodiment. The second annular member 3 is stacked on the support member 41 of the standpipe 4. When one second annular member 3 is used, the second annular member 3 is stacked on the support member 41 of the standpipe 4. On the other hand, as shown in FIG. 8, when three second annular members 3 a, 3 b, 3 c are used as the second annular member 3, the second annular member 3 a is stacked on the support member 41 of the standpipe 4. The second annular member 3b is stacked on the second annular member 3a, and the second annular member 3c is stacked on the second annular member 3b.

第2環状部材3aと第2環状部材3b,3cとは基本的には同一構造である。図9(b)および図10(b)に示すように、第2環状部材3b,3cが第2環状部材3aと異なる点は、凹部22が設けられている点である。第2環状部材3bと第2環状部材3cとは同一構造である。以下では、第2環状部材3aについて説明し、第2環状部材3b,3cについては、第2環状部材3aと異なる点である凹部22についてのみ説明する。   The second annular member 3a and the second annular members 3b and 3c have basically the same structure. As shown in FIGS. 9B and 10B, the second annular members 3b and 3c are different from the second annular member 3a in that a recess 22 is provided. The second annular member 3b and the second annular member 3c have the same structure. Below, the 2nd annular member 3a is demonstrated and only the recessed part 22 which is a different point from the 2nd annular member 3a is demonstrated about the 2nd annular members 3b and 3c.

第2環状部材3aは樹脂の成形加工により形成される。樹脂を用いれば、成形加工し易くなる。図9(a)に示すように、第2環状部材3aは、筒部52(図8参照)の内周面に沿った外形を有すればよい。第2環状部材3aは円環状に形成されている。第2環状部材3aの厚みは薄くてもよい。具体的には、第2環状部材3aの厚みは筒部52の厚みよりも薄くてもよい。第2環状部材3aの外径は、筒部52の内径よりも小さく形成されている。第2環状部材3aの中央に第3孔部20が形成されている。第2環状部材3aは、その上面に環状の凸部21を備えている。この凸部21は、第3孔部20と同軸状で第3孔部20の径方向において当該第3孔部20の外側に形成されている。凸部21は、設置された状態で上方に向かうほど先細りとなるテーパ状に形成されている。具体的には、凸部21は例えば断面台形状に形成されている。ここで、第1環状部材2の強度は、第2環状部材3の強度よりも高いことが望ましい。第2環状部材3の材質としては、例えば発泡樹脂を用いることができる。より具体的には、第2環状部材3の材質として、ポリプロピレン系樹脂を用いることができる。ただし、第2環状部材3の材質は上記に限定されるものではない。   The second annular member 3a is formed by resin molding. If resin is used, it will be easy to mold. As shown to Fig.9 (a), the 2nd annular member 3a should just have the external shape along the internal peripheral surface of the cylinder part 52 (refer FIG. 8). The second annular member 3a is formed in an annular shape. The thickness of the second annular member 3a may be thin. Specifically, the thickness of the second annular member 3 a may be smaller than the thickness of the cylindrical portion 52. The outer diameter of the second annular member 3 a is formed smaller than the inner diameter of the cylindrical portion 52. A third hole 20 is formed in the center of the second annular member 3a. The second annular member 3a includes an annular convex portion 21 on the upper surface thereof. The convex portion 21 is coaxial with the third hole portion 20 and is formed outside the third hole portion 20 in the radial direction of the third hole portion 20. The convex portion 21 is formed in a tapered shape that tapers toward the upper side in the installed state. Specifically, the convex portion 21 is formed in a trapezoidal cross section, for example. Here, the strength of the first annular member 2 is preferably higher than the strength of the second annular member 3. As a material of the second annular member 3, for example, a foamed resin can be used. More specifically, a polypropylene resin can be used as the material of the second annular member 3. However, the material of the second annular member 3 is not limited to the above.

図10(b)に示すように、第2環状部材3b,3cは、その下面に環状の凹部22を備えている。この凹部22は、第3孔部20と同軸状で第3孔部20の径方向において当該第3孔部20の外側に形成されている。凹部22は、設置された状態で上方に向かうほど先細りとなるテーパ状に形成されている。具体的には、凹部22は例えば断面台形状に形成されている。このような構成において、第2環状部材3aの上に第2環状部材3bを積み重ねる際に、第2環状部材3aの凸部21を第2環状部材3bの凹部22に嵌合させる。この場合、第2環状部材3aの上に第2環状部材3bが積み重ねられた状態で、第2環状部材3aの第3孔部20の周壁と第2環状部材3bの第3孔部20の周壁とはほぼ面一となっている。なお、第2環状部材3bの上に第2環状部材3cを積み重ねる場合も同様である。   As shown in FIG. 10B, the second annular members 3b and 3c are provided with an annular recess 22 on the lower surface thereof. The recess 22 is coaxial with the third hole 20 and is formed outside the third hole 20 in the radial direction of the third hole 20. The concave portion 22 is formed in a tapered shape that tapers toward the upper side in the installed state. Specifically, the recess 22 is formed in a trapezoidal cross section, for example. In such a configuration, when the second annular member 3b is stacked on the second annular member 3a, the convex portion 21 of the second annular member 3a is fitted into the concave portion 22 of the second annular member 3b. In this case, with the second annular member 3b stacked on the second annular member 3a, the peripheral wall of the third hole 20 of the second annular member 3a and the peripheral wall of the third hole 20 of the second annular member 3b. Is almost the same. The same applies to the case where the second annular member 3c is stacked on the second annular member 3b.

次に、第2実施形態の補修部材1aを用いた補修手順についての説明を行う。なお、立管4を配置した後でかつ蓋6を設置する前かつモルタル5を充填する前に第2環状部材3を配置する点を除いて、第1実施形態に係る補修手順と同じであるため、以下では第2環状部材3の配置のみ説明する。   Next, the repair procedure using the repair member 1a of the second embodiment will be described. In addition, it is the same as the repair procedure which concerns on 1st Embodiment except the point which arrange | positions the 2nd annular member 3 after arrange | positioning the standing pipe 4, before installing the lid | cover 6, and before filling the mortar 5. Therefore, only the arrangement of the second annular member 3 will be described below.

第1実施形態で説明したように筒部52内に立管4を配置した後、図8に示すように、第2環状部材3aの第3孔部20に立管4の筒体40を挿通させた状態で、当該第2環状部材3aを筒部52の下方に挿入する。そして、第2環状部材3aを支持部材41の支持部43上に配置する。この場合、第2環状部材3aの中心軸と立管4の中心軸とが重なるように第2環状部材3aを挿入するとよい。このとき、第2環状部材3aの第3孔部20に支持部材41の筒部42が挿入された状態となる。次に、第2環状部材3bの第3孔部20に筒体40を挿通させた状態で、当該第2環状部材3bを筒部52の下方に挿入する。そして、第2環状部材3bの凹部22に第2環状部材3aの凸部21を嵌合させた状態で、第2環状部材3bを第2環状部材3a上に配置する。このとき、第2環状部材3aの第3孔部20の周壁と第2環状部材3bの第3孔部20の周壁とがほぼ面一となる。次に、同様にして第2環状部材3cを第2環状部材3b上に積み重ねる。第2実施形態によれば、第1実施形態と同じ効果を奏することに加えて、1または複数の第2環状部材3を配置することにより、筒部52の内周面と立管4とにより仕切られた空間を小さくすることができる。それにより、上記空間に充填するモルタル5の量を低減することができる。これによって、工期短縮を実現することができる。また、上記のようにモルタル5の量を低減することができるので、施工後に当該モルタル5の硬化に起因したひび割れが地表面に発生することを抑制することができる。   As described in the first embodiment, after the vertical tube 4 is arranged in the cylindrical portion 52, the cylindrical body 40 of the vertical tube 4 is inserted into the third hole portion 20 of the second annular member 3a as shown in FIG. In this state, the second annular member 3 a is inserted below the cylindrical portion 52. Then, the second annular member 3 a is disposed on the support portion 43 of the support member 41. In this case, the second annular member 3a may be inserted so that the central axis of the second annular member 3a and the central axis of the standpipe 4 overlap. At this time, the cylindrical portion 42 of the support member 41 is inserted into the third hole 20 of the second annular member 3a. Next, the second annular member 3b is inserted below the cylindrical portion 52 in a state where the cylindrical body 40 is inserted through the third hole portion 20 of the second annular member 3b. And the 2nd annular member 3b is arrange | positioned on the 2nd annular member 3a in the state which made the recessed part 22 of the 2nd annular member 3b fit the convex part 21 of the 2nd annular member 3a. At this time, the peripheral wall of the 3rd hole part 20 of the 2nd annular member 3a and the peripheral wall of the 3rd hole part 20 of the 2nd annular member 3b become substantially flush. Next, similarly, the second annular member 3c is stacked on the second annular member 3b. According to the second embodiment, in addition to the same effects as the first embodiment, by arranging one or a plurality of second annular members 3, the inner peripheral surface of the cylindrical portion 52 and the vertical pipe 4 The partitioned space can be reduced. Thereby, the quantity of the mortar 5 with which the space is filled can be reduced. Thereby, the construction period can be shortened. Moreover, since the quantity of the mortar 5 can be reduced as mentioned above, it can suppress that the crack resulting from hardening of the said mortar 5 after a construction generate | occur | produces on the ground surface.

また、本実施形態によれば、第2環状部材3bの凹部22は第2環状部材3aの凸部21に嵌合し、第2環状部材3cの凹部22は第2環状部材3bの凸部21に嵌合している。これにより、第2環状部材3a上に第2環状部材3bを安定して積み重ねることができると共に、第2環状部材3b上に第2環状部材3cを安定して積み重ねることができる。また、第2環状部材3aに対する第2環状部材3bの芯ずれを防止することができると共に、第2環状部材3bに対する第2環状部材3cの芯ずれを防止することができる。   Moreover, according to this embodiment, the recessed part 22 of the 2nd annular member 3b fits into the convex part 21 of the 2nd annular member 3a, and the recessed part 22 of the 2nd annular member 3c is the convex part 21 of the 2nd annular member 3b. Is fitted. Accordingly, the second annular member 3b can be stably stacked on the second annular member 3a, and the second annular member 3c can be stably stacked on the second annular member 3b. Further, misalignment of the second annular member 3b with respect to the second annular member 3a can be prevented, and misalignment of the second annular member 3c with respect to the second annular member 3b can be prevented.

また、本実施形態によれば、第2環状部材3aの凸部21、第2環状部材3bの凹部22および凸部21は、設置された状態で、上方に向かうほど先細りとなるテーパ状に形成されている。これにより、第2環状部材3a上に第2環状部材3bを容易に積み重ねることができると共に、第2環状部材3aから第2環状部材3bを容易に取り外すことができる。また、第2環状部材3b上に第2環状部材3cを容易に積み重ねることができると共に、第2環状部材3bから第2環状部材3cを容易に取り外すことができる。   Moreover, according to this embodiment, the convex part 21 of the 2nd annular member 3a, the recessed part 22 and the convex part 21 of the 2nd annular member 3b are formed in the taper shape which tapers off toward the upper direction in the installed state. Has been. Accordingly, the second annular member 3b can be easily stacked on the second annular member 3a, and the second annular member 3b can be easily detached from the second annular member 3a. In addition, the second annular member 3c can be easily stacked on the second annular member 3b, and the second annular member 3c can be easily detached from the second annular member 3b.

以上、第1実施形態および第2実施形態について説明したが、さらに次の変形例を本発明に適用してもよい。   Although the first embodiment and the second embodiment have been described above, the following modification may be applied to the present invention.

上記実施形態では、充填材としてモルタルを用いたが、これに限定されるものではない。モルタルの代わりに、例えばコンクリートなどの他の材料を充填してもよい。この場合、モルタルよりもコンクリートの方がコストを抑えることができる。   In the said embodiment, although mortar was used as a filler, it is not limited to this. Instead of mortar, other materials such as concrete may be filled. In this case, the cost of concrete can be reduced compared to mortar.

上記実施形態では、筒部52内に3つの第2環状部材3を配置することとしたが、これに限定されるものではない。第2環状部材3を配置しなくてもよいし、4つ以上の第2環状部材3を配置することにより、充填するモルタル5の量をより低減するようにしてもよい。   In the above embodiment, the three second annular members 3 are arranged in the cylindrical portion 52, but the present invention is not limited to this. The second annular member 3 may not be disposed, and the amount of the mortar 5 to be filled may be further reduced by disposing four or more second annular members 3.

上記実施形態では、補修部材1,1aを用いて、地下排水施設100の既設管路である筒部52を補修するようにした。しかし、補修する既設管路は筒部52に限定されるものではない。例えば、補修する既設管路は、水平方向に延びる配管または水平方向から傾いた配管であってもよい。例えば、補修する既設管路は、ますに接続された流入配管または流出配管等の横に延びた既設配管であってもよい。   In the said embodiment, the cylindrical part 52 which is the existing pipe line of the underground drainage facility 100 was repaired using the repair members 1 and 1a. However, the existing pipeline to be repaired is not limited to the cylindrical portion 52. For example, the existing pipeline to be repaired may be a pipe extending in the horizontal direction or a pipe inclined from the horizontal direction. For example, the existing pipe line to be repaired may be an existing pipe that extends laterally, such as an inflow pipe or an outflow pipe that is increasingly connected.

上記実施形態では、補修部材1,1aによります50の筒部52を補修するようにしたが、これに限定されるものではない。補修部材1,1aによりマンホールを補修するようにしてもよい。   In the above embodiment, the 50 cylindrical portions 52 are repaired by the repair members 1 and 1a, but the present invention is not limited to this. The manhole may be repaired by the repair members 1 and 1a.

上記実施形態では、第2環状部材3aの凸部21およびこれに嵌合する第2環状部材3bの凹部22、並びに、第2環状部材3bの凸部21およびこれに嵌合する第2環状部材3cの凹部22をそれぞれ環状としたが、これに限定されるものではない。これらを例えば平面視で円弧状としてもよいし、平面視で円形や矩形などの他の形状としてもよい。   In the said embodiment, the convex part 21 of the 2nd annular member 3a and the recessed part 22 of the 2nd annular member 3b fitted to this, and the convex part 21 of the 2nd annular member 3b, and the 2nd annular member fitted to this Although the concave portions 22 of 3c are each annular, it is not limited to this. For example, these may be arcuate in a plan view, or may be other shapes such as a circle or a rectangle in a plan view.

上記実施形態では、第1環状部材2および第2環状部材3の形状を円環状としたが、これに限定されるものではない。環状であれば、第1環状部材2および第2環状部材3の形状を例えば角環状としてもよい。   In the said embodiment, although the shape of the 1st annular member 2 and the 2nd annular member 3 was made into the annular | circular shape, it is not limited to this. If it is annular, the shape of the first annular member 2 and the second annular member 3 may be, for example, a rectangular ring.

上記実施形態では、インバート55上に1つの第1環状部材2を配置することとしたが、これに限定されるものではない。2つ以上の第1環状部材2をインバート55上に積み重ねるようにしてもよい。   In the above embodiment, one first annular member 2 is arranged on the invert 55, but the present invention is not limited to this. Two or more first annular members 2 may be stacked on the invert 55.

上記実施形態では、立管4の中心軸と第1環状部材2の中心軸とが重なるように立管4を配置し、第2環状部材3aの中心軸と立管4の中心軸とが重なるように第2環状部材3aを配置するようにしたが、これに限定されるものではない。第1環状部材2の第1孔部10と立管4の第2孔部45とが通じていれば、これらを同軸状に設けなくてもよい。また、第2環状部材3aの第3孔部20に立管4が挿通されていれば、これらを同軸状に設けなくてもよい。   In the above embodiment, the standpipe 4 is arranged so that the center axis of the standpipe 4 and the center axis of the first annular member 2 overlap, and the center axis of the second annular member 3a and the center axis of the standpipe 4 overlap. Although the second annular member 3a is arranged as described above, the present invention is not limited to this. If the first hole 10 of the first annular member 2 and the second hole 45 of the standpipe 4 communicate with each other, these need not be provided coaxially. Moreover, if the standpipe 4 is penetrated by the 3rd hole 20 of the 2nd annular member 3a, it is not necessary to provide these coaxially.

上記実施形態では、インバート流路56が直線状に延びている例を示したが、インバート流路は折れ曲がっていてもよい。具体的には、インバート流路は例えば90°に折れ曲がっていてもよい。また、流入口57および流出口58はそれぞれ1つに限らず、例えば2つの流入口と1つの流出口とが設けられていてもよい。この場合、2つの流入口と1つの流出口とに対応したインバート流路を形成するようにする。   In the said embodiment, although the invert flow path 56 showed the example extended linearly, the invert flow path may be bent. Specifically, the invert channel may be bent at 90 °, for example. Moreover, the inflow port 57 and the outflow port 58 are not limited to one each, and for example, two inflow ports and one outflow port may be provided. In this case, an inverted flow path corresponding to two inlets and one outlet is formed.

1,1a 補修部材
2 第1環状部材
2a 第1環状部材の傾斜下面
2b 第1環状部材の上面
3 第2環状部材
4 立管
5 モルタル(充填材)
6 蓋
10 第1孔部
11 切り欠き部
20 第3孔部
21 凸部
22 凹部
40 筒体
41 支持部材
44 シール部材
45 第2孔部
50 ます
52 筒部
55 インバート
55a 第1インバート形成部
55a1 第1傾斜上面
55b 第2インバート形成部
55b1 第2傾斜上面
100 地下排水施設
1, 1a Repair member 2 First annular member 2a Inclined lower surface of first annular member 2b Upper surface of first annular member 3 Second annular member 4 Stand pipe 5 Mortar (filler)
6 Lid 10 First hole portion 11 Notch portion 20 Third hole portion 21 Convex portion 22 Recess portion 40 Tubular body 41 Support member 44 Seal member 45 Second hole portion 50 Mass 52 Tube portion 55 Invert 55a First invert forming portion 55a1 First 1 inclined upper surface 55b second invert formation part 55b1 second inclined upper surface 100 underground drainage facility

Claims (9)

上方に開口部を有し、側方に流入口および流出口を有する筒部と、前記筒部内部に形成され、前記流入口から前記流出口に向かって設けられた長溝状のインバート流路が形成されたインバートとを備えかつ地中に埋設されたますまたはマンホールを補修するための補修部材であって、
環状に形成され、中央に第1孔部を有し、前記筒部の内径よりも小さな外径を有し、前記インバート流路の上に前記第1孔部が位置するように前記筒部に挿入される第1環状部材と、
第2孔部を有する筒体と、前記筒体の外周面の周囲に沿って配置され、前記筒体から径方向の外方に突出し、前記筒部の内径よりも大きい外径を有する可撓性のシール部材と、前記シール部材の隣にて前記筒体から径方向の外方に突出し、突出長さが前記シール部材の突出長さよりも短く、前記シール部材が前記筒体の軸方向に撓むときに前記シール部材を支える支持部材と、を有し、前記第2孔部が前記第1孔部の上に位置するように前記第1環状部材上に配置される立管と、
前記筒部の内周面と前記立管とにより仕切られた空間に充填された充填材と、
前記筒体の上方の開口を覆う蓋と、を備えた、筒部の補修部材。
A cylindrical portion having an opening on the upper side and having an inflow port and an outflow port on the side, and a long groove-shaped invert channel formed inside the tubular portion and provided from the inflow port toward the outflow port. A repair member for repairing a manhole or a burial buried in the ground and having a formed invert,
It is formed in an annular shape, has a first hole in the center, has an outer diameter smaller than the inner diameter of the cylinder, and is formed in the cylinder so that the first hole is positioned on the invert channel. A first annular member to be inserted;
A cylinder having a second hole, and a flexible member that is disposed along the periphery of the outer peripheral surface of the cylinder, protrudes radially outward from the cylinder, and has an outer diameter larger than the inner diameter of the cylinder. A sealing member that protrudes radially outward from the cylindrical body next to the sealing member, the protruding length is shorter than the protruding length of the sealing member, and the sealing member extends in the axial direction of the cylindrical body. A support member that supports the seal member when bent, and a standpipe disposed on the first annular member so that the second hole portion is positioned on the first hole portion;
A filler filled in a space partitioned by the inner peripheral surface of the cylindrical portion and the vertical pipe;
A cylindrical member repairing member, comprising: a lid that covers an opening above the cylindrical body.
環状に形成され、前記立管の筒体が挿入される第3孔部を中央に有し、前記筒部の内径よりも小さな外径を有し、前記第3孔部に前記立管の筒体が挿入された状態で前記立管の前記支持部材上に積み重ねられる1または複数の第2環状部材をさらに備えた、請求項1に記載の筒部の補修部材。   An annularly formed third hole portion into which the cylinder of the standing tube is inserted has an outer diameter smaller than an inner diameter of the tube portion, and the tube of the standing tube is formed in the third hole portion. The cylinder repair member according to claim 1, further comprising one or a plurality of second annular members stacked on the support member of the vertical pipe in a state where a body is inserted. 環状に形成され、前記立管の筒体が挿入される第3孔部を中央に有し、前記筒部の内径よりも小さな外径を有し、前記第3孔部に前記立管の筒体が挿入された状態で前記立管の前記支持部材上に積み重ねられる第1および第2の第2環状部材をさらに備え、
前記第2環状部材の上部に凸部が形成され、前記第2環状部材の下部に凹部が形成され、
前記立管の前記支持部材上に前記第1の第2環状部材が配置され、前記第1の第2環状部材上に前記第2の第2環状部材が積み重ねられ、
前記第1の第2環状部材の前記凸部は、前記第2の第2環状部材の前記凹部に嵌合されている、請求項に記載の筒部の補修部材。
An annularly formed third hole portion into which the cylinder of the standing tube is inserted has an outer diameter smaller than an inner diameter of the tube portion, and the tube of the standing tube is formed in the third hole portion. Further comprising first and second second annular members stacked on the support member of the standpipe with the body inserted;
A convex part is formed on the upper part of each second annular member, and a concave part is formed on the lower part of each second annular member,
The standing tube wherein on the support member first of the second annular member is disposed of, the second of the second annular member are stacked on the first of the second annular member,
Wherein the convex portion of the first second annular member, the second is fitted in the recess of the second annular member, the repair section of the cylindrical portion of claim 1.
前記第2環状部材の前記凸部および前記凹部は、当該第2環状部材が配置された状態で、上方に向かうほど先細りとなるテーパ状に形成されている、請求項に記載の筒部の補修部材。 The said convex part and the said recessed part of each said 2nd annular member are the cylindrical parts of Claim 3 currently formed in the taper shape which tapes off toward the upper direction in the state in which the said 2nd annular member is arrange | positioned. Repair parts. 前記インバートは、前記第1環状部材を支持する傾斜上面を備え、
前記第1環状部材は、前記インバートの前記傾斜上面と接触し、当該傾斜上面と同じ傾きの傾斜下面を備えた、請求項1〜4のいずれか1項に記載の筒部の補修部材。
The invert includes an inclined upper surface that supports the first annular member,
The said 1st annular member is a repair member of the cylinder part of any one of Claims 1-4 which contacted the said inclined upper surface of the said invert, and was provided with the inclined lower surface of the same inclination as the said inclined upper surface.
前記第1環状部材は、当該第1環状部材の外周面が径方向に切り欠かれて側面視で半円形に形成された切り欠き部を備え、
前記切り欠き部は前記インバート流路の上に配置された、請求項1〜5のいずれか1項に記載の筒部の補修部材。
The first annular member includes a notch portion in which an outer peripheral surface of the first annular member is cut out in a radial direction and formed in a semicircular shape in a side view,
The cylindrical cutout member according to any one of claims 1 to 5 , wherein the notch is disposed on the invert channel.
前記第1環状部材は、前記立管を支持するとともに水平に形成された上面を備えた、請求項1〜6のいずれか1項に記載の筒部の補修部材。 The said 1st annular member is a repair member of the cylinder part of any one of Claims 1-6 provided with the upper surface formed horizontally while supporting the said standing pipe. 上方に開口部を有し、側方に流入口および流出口を有する筒部と、前記筒部内部に形成され、前記流入口から前記流出口に向かって設けられた長溝状のインバート流路が形成されたインバートとを備えかつ地中に埋設されたますまたはマンホールと、前記ますまたは前記マンホールを補修するための補修部材と、を備えた地下排水施設であって、
前記補修部材は、
環状に形成され、中央に第1孔部を有し、前記筒部の内径よりも小さな外径を有し、前記インバート流路の上に前記第1孔部が位置するように前記筒部に挿入される第1環状部材と、
第2孔部を有する筒体と、前記筒体の外周面の周囲に沿って配置され、前記筒体から径方向の外方に突出し、前記筒部の内径よりも大きい外径を有する可撓性のシール部材と、前記シール部材の隣にて前記筒体から径方向の外方に突出し、突出長さが前記シール部材の突出長さよりも短く、前記シール部材が前記筒体の軸方向に撓むときに前記シール部材を支える支持部材と、を有し、前記第2孔部が前記第1孔部の上に位置するように前記第1環状部材上に配置される立管と、
前記筒部の内周面と前記立管とにより仕切られた空間に充填された充填材と、
前記筒体の上方の開口を覆う蓋と、を備えた、地下排水施設。
A cylindrical portion having an opening on the upper side and having an inflow port and an outflow port on the side, and a long groove-shaped invert channel formed inside the tubular portion and provided from the inflow port toward the outflow port. An underground drainage facility comprising a mast or manhole embedded in the ground and formed, and a repair member for repairing the mast or the manhole,
The repair member is
It is formed in an annular shape, has a first hole in the center, has an outer diameter smaller than the inner diameter of the cylinder, and is formed in the cylinder so that the first hole is positioned on the invert channel. A first annular member to be inserted;
A cylinder having a second hole, and a flexible member that is disposed along the periphery of the outer peripheral surface of the cylinder, protrudes radially outward from the cylinder, and has an outer diameter larger than the inner diameter of the cylinder. A sealing member that protrudes radially outward from the cylindrical body next to the sealing member, the protruding length is shorter than the protruding length of the sealing member, and the sealing member extends in the axial direction of the cylindrical body. A support member that supports the seal member when bent, and a standpipe disposed on the first annular member so that the second hole portion is positioned on the first hole portion;
A filler filled in a space partitioned by the inner peripheral surface of the cylindrical portion and the vertical pipe;
An underground drainage facility, comprising: a lid that covers an opening above the cylindrical body.
上方に開口部を有し、側方に流入口および流出口を有する筒部と、前記筒部内部に形成され、前記流入口から前記流出口に向かって設けられた長溝状のインバート流路が形成されたインバートとを備えかつ地中に埋設されたますまたはマンホールを補修するための補修方法であって、
環状に形成され、中央に第1孔部を有し、前記筒部の内径よりも小さな外径を有する第1環状部材を、前記インバート流路の上に前記第1孔部が位置するように前記筒部に挿入する工程と、
第2孔部を有する筒体と、前記筒体の外周面の周囲に沿って配置され、前記筒体から径方向の外方に突出し、前記筒部の内径よりも大きい外径を有する可撓性のシール部材と、前記シール部材の隣にて前記筒体から径方向の外方に突出し、突出長さが前記シール部材の突出長さよりも短く、前記シール部材が前記筒体の軸方向に撓むときに前記シール部材を支える支持部材と、を有する立管を、前記第2孔部が前記第1孔部の上に位置するように前記第1環状部材上に配置する工程と、
前記筒体の上方の開口を覆うように蓋を配置する工程と、
前記筒部の内周面と前記立管とにより仕切られた空間に充填材を充填する工程と、を備える、筒部の補修方法。
A cylindrical portion having an opening on the upper side and having an inflow port and an outflow port on the side, and a long groove-shaped invert channel formed inside the tubular portion and provided from the inflow port toward the outflow port. A repair method for repairing a manhole or a burial buried in the ground and having a formed invert,
A first annular member that is formed in an annular shape and has a first hole at the center and an outer diameter smaller than the inner diameter of the cylindrical portion is arranged so that the first hole is positioned on the invert channel. Inserting into the tube portion;
A cylinder having a second hole, and a flexible member that is disposed along the periphery of the outer peripheral surface of the cylinder, protrudes radially outward from the cylinder, and has an outer diameter larger than the inner diameter of the cylinder. A sealing member that protrudes radially outward from the cylindrical body next to the sealing member, the protruding length is shorter than the protruding length of the sealing member, and the sealing member extends in the axial direction of the cylindrical body. Placing a standpipe having a support member that supports the seal member when bent on the first annular member such that the second hole is located on the first hole;
Arranging a lid so as to cover the opening above the cylindrical body;
Filling the space partitioned by the inner peripheral surface of the cylinder part and the vertical pipe with a filler.
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