JP2014188946A - Covering material for partial repair of existing pipe - Google Patents

Covering material for partial repair of existing pipe Download PDF

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JP2014188946A
JP2014188946A JP2013068644A JP2013068644A JP2014188946A JP 2014188946 A JP2014188946 A JP 2014188946A JP 2013068644 A JP2013068644 A JP 2013068644A JP 2013068644 A JP2013068644 A JP 2013068644A JP 2014188946 A JP2014188946 A JP 2014188946A
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covering
elastic member
water
partial repair
pipe
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JP6200671B2 (en
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Shinkichi Ooka
伸吉 大岡
Mitsuyoshi Cho
満良 張
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Yoshika Engineering Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a covering material for partial repair, enables cut-off performance to be maintained by preventing formation of a gap between the inner face of an existing pipe and a cylindrical part, even in the case of a deformed existing pipe.SOLUTION: A covering material 10 made of hardening resin for partial repair having cylindrical parts 12 and 14 for covering a repair target spot of an existing underground pipe from the inner side includes an elastic member 16 which covers the whole circumference of the outer peripheral surface of at least the marginal region of the cylindrical part and intervenes in a compressed state between the existing pipe and the cylindrical part in the covering state. The elastic member 16 has a void structure.

Description

本発明は、地中に埋設された既設管の内面を被覆して補修するための部分補修用被覆体に関する。   The present invention relates to a partial repair covering for covering and repairing an inner surface of an existing pipe buried in the ground.

下水管は長年の使用により劣化し、その耐用年数は一般に約50年とされているため、耐用年数を超えた下水管は年々増加している。老朽化した下水管は変形や亀裂等が生じており、下水の流下機能が低下するだけでなく、下水管周囲の地下水や土砂が下水管内に流入することによって地中に空洞が生じることから地面陥没の原因にもなっている。また、地中に埋設される下水管は地震等の地盤変動による影響を受けやすいこともあり、所定の時期に何らかの補修が必要となるのが現状である。   Sewage pipes deteriorate with long-term use, and their useful life is generally about 50 years. Therefore, the number of sewer pipes exceeding the useful life is increasing year by year. Aged sewer pipes are deformed, cracked, etc., and not only the drainage function of the sewage is lowered, but also the groundwater and earth and sand around the sewer pipes flow into the sewer pipes, creating cavities in the ground. It also causes depression. In addition, sewage pipes buried in the ground may be easily affected by ground fluctuations such as earthquakes, and at present, some kind of repair is required at a predetermined time.

下水管の補修方法には、人孔間に設置された下水管全体を補修する全体補修(スパン補修)と、特定箇所の亀裂や破損等を部分的に補修する部分補修がある。一般に、全体補修は下水管全体が老朽化し破損箇所が多く、強度も低下している場合に採用され、部分補修は下水管自体の強度は一定の水準にあるものの、部分的に亀裂や破損が生じたり、下水管を構成するヒューム管等の構成単位管同士の接合部における漏水が生じて周囲の地下水や土砂が下水管内に流入している場合に採用される。   There are two types of repair methods for sewage pipes: full repair (span repair) that repairs the entire sewage pipe installed between manholes, and partial repairs that partially repair cracks and breakage at specific locations. In general, overall repair is adopted when the entire sewer pipe is aged and there are many damaged parts, and the strength is reduced.Partial repair is partly cracked or broken, although the strength of the sewer pipe itself is at a certain level. It is used when the water is leaked or leaked at the joint between structural unit pipes such as a fume pipe constituting the sewer pipe, and the surrounding groundwater or earth and sand flows into the sewer pipe.

下水管を部分補修する方法としては、特許文献1や2に記載のような部分補修用被覆体を使用する方法が知られている。特許文献1の図2に記載の部分補修用被覆体は、下水道本管と取付管との連結部分を部分補修するための被覆体であり、下水道本管内面を被覆する第1筒状部と、取付管内面を被覆する第2筒状部とを有し、第2筒状部が第1筒状部の外周面から外方に突出形成された構成を有している。この補修用被覆体を下水管内の所定の位置に配置した後、下水管及び取付管内に密着させた状態で材料である硬化性樹脂を硬化させることにより部分補修が行われる。   As a method of partially repairing a sewer pipe, a method of using a partial repair covering as described in Patent Documents 1 and 2 is known. The partial repair covering body described in FIG. 2 of Patent Document 1 is a covering body for partially repairing the connecting portion between the sewer main pipe and the mounting pipe, and a first tubular section covering the inner surface of the sewer main pipe, And a second cylindrical portion that covers the inner surface of the attachment tube, and the second cylindrical portion has a configuration that protrudes outward from the outer peripheral surface of the first cylindrical portion. After this repair covering body is disposed at a predetermined position in the sewer pipe, partial repair is performed by curing the curable resin, which is a material, in close contact with the sewer pipe and the attachment pipe.

ところが、このような部分補修方法において、樹脂製の補修用被覆体は硬化収縮が生じることから、補修作業後において既設管と補修管との間に僅かな隙間が生じるという問題がある。この隙間は補修対象の既設管の管径が大きくなればなるほど増大するが、このような隙間が存在すると既設管と補修管との間を通って地下水や土砂が管内に流入することとなるため結果として完全な補修効果を得ることは困難である。   However, in such a partial repair method, since the resin-made repair coating body undergoes curing shrinkage, there is a problem that a slight gap is generated between the existing pipe and the repair pipe after the repair work. This gap increases as the diameter of the existing pipe to be repaired increases. However, if such a gap exists, groundwater and earth and sand will flow into the pipe through the existing pipe and the repair pipe. As a result, it is difficult to obtain a complete repair effect.

一方、特許文献2には下水道本管と取付管との連結部の止水工法が開示されている。この工法に使用する更生用補修材は、筒状部を有するスリーブと、このスリーブの内側に配置される筒状のベースとを有するものであり、スリーブの端部外周上にはその周方向に連続して水膨潤性材で形成された突条部が設けられている。水膨潤性材としては、エーテル系ポリウレタンエラストマーやイソブチレン−無水マレイン酸共重合体等の弾性部材が例示されている。この更生用補修材によれば、更生管の硬化収縮が起こったとしても弾性部材の存在によって隙間の形成が防止され十分な止水機能を確保することができる。   On the other hand, Patent Document 2 discloses a water stop method for a connecting portion between a sewer main and an attachment pipe. The rehabilitation repair material used in this construction method has a sleeve having a cylindrical portion and a cylindrical base disposed inside the sleeve, and the sleeve has an outer periphery in the circumferential direction on the outer periphery of the end portion. A ridge formed continuously from a water-swellable material is provided. Examples of water-swellable materials include elastic members such as ether polyurethane elastomers and isobutylene-maleic anhydride copolymers. According to this repair material for rehabilitation, even if hardening shrinkage of the rehabilitation pipe occurs, formation of a gap is prevented by the presence of the elastic member, and a sufficient water stop function can be secured.

特開平10−225990号公報、図2Japanese Patent Laid-Open No. 10-225990, FIG. 特許第3476152号、段落[0017]等Japanese Patent No. 3476152, paragraph [0017] etc.

ところで、地中に埋設された既設管は地盤土圧や地盤変動等の影響により変形することが知られている。止水材として上述したような水膨潤性材等の弾性部材を使用して補修を行った後に既設管が変形した場合には、既設管内面と弾性部材を備える筒状部とが離れ、事後的に隙間が生じるという問題がある。   By the way, it is known that an existing pipe buried in the ground is deformed due to the influence of ground earth pressure, ground fluctuation or the like. If the existing pipe is deformed after repair using an elastic member such as a water-swellable material as described above as the water-stopping material, the inner surface of the existing pipe is separated from the cylindrical portion provided with the elastic member, There is a problem that a gap is generated.

本発明はこのような事情に鑑みてなされたものであり、その目的は、既設管が変形した場合であっても既設管内面と筒状部との間における隙間の形成を防止して止水性を維持することのできる部分補修用被覆体を提供することにある。   The present invention has been made in view of such circumstances, and the purpose thereof is to prevent the formation of a gap between the inner surface of the existing pipe and the cylindrical portion even when the existing pipe is deformed, thereby preventing water from stopping. An object of the present invention is to provide a covering for partial repair capable of maintaining the above.

上記目的を解決するため請求項1に係る部分補修用被覆体は、
地中に埋設された既設管の補修対象箇所を内面から被覆するための筒状部を有する硬化性樹脂製の部分補修用被覆体において、
前記筒状部の少なくとも縁部の外周面をその全周に亘って覆い、且つ前記被覆状態において前記既設管と前記筒状部との間に圧縮された状態で介在する弾性部材を備え、該弾性部材は空隙構造を有することを特徴とする。
In order to solve the above-mentioned object, the covering for partial repair according to claim 1 is:
In a covering for partial repair made of a curable resin having a cylindrical portion for covering a repair target portion of an existing pipe buried in the ground from the inner surface,
An elastic member that covers at least the outer peripheral surface of the edge of the cylindrical portion over its entire circumference, and is interposed between the existing pipe and the cylindrical portion in the covered state; and The elastic member has a void structure.

この構成によれば、部分補修用被覆体の設置状態において、弾性部材を既設管と筒状部との間に介在するように設けていることから、筒状部を硬化させる作業において筒状部が硬化収縮したとしても、既設管と筒状部との間が圧縮状態の弾性部材で満たされた状態となり、設置段階における既設管と筒状部との間の隙間の形成が防止される。   According to this configuration, since the elastic member is provided so as to be interposed between the existing pipe and the tubular portion in the installation state of the partial repair covering, the tubular portion is used in the operation of curing the tubular portion. Even if is hardened and shrunk, the space between the existing pipe and the cylindrical portion is filled with a compressed elastic member, and the formation of a gap between the existing pipe and the cylindrical portion at the installation stage is prevented.

また、上記弾性部材は空隙構造を有しているために圧縮性が高く、その分復元力も大きいため、部分補修用被覆体の設置後において既設管に変形が生じ、筒状部と既設管内面が離れる状況が生じたとしても、その間の空間は復元した弾性部材によって満たされるので、既設管の変形に起因する隙間の形成を防止することができる。更に、弾性部材の空隙構造が透水性を有する構造であったとしても、既設管外から流入する土砂粒子等によりその空隙構造は閉塞して止水性が生じることから、既設管外から地下水や土砂粒子が流入することを阻止することができる。   In addition, since the elastic member has a void structure, the compressibility is high and the restoring force is large accordingly, so that the existing pipe is deformed after the installation of the partial repair covering, and the cylindrical portion and the existing pipe inner surface are formed. Even if a situation occurs, the space between them is filled with the restored elastic member, so that the formation of a gap due to the deformation of the existing pipe can be prevented. Furthermore, even if the void structure of the elastic member has a water-permeable structure, the void structure is blocked by sediment particles flowing in from outside the existing pipe, resulting in water-stopping. Particles can be prevented from flowing in.

請求項2に記載の部分補修用被覆体は、前記弾性部材は独立気泡発泡体であることを特徴とする。水を透過しない独立気泡発泡体を弾性部材として使用することにより、容易に止水性を確保することが可能となる。   The covering for partial repair according to claim 2 is characterized in that the elastic member is a closed cell foam. By using a closed-cell foam that does not transmit water as an elastic member, it is possible to easily ensure water blocking.

請求項3に記載の部分補修用被覆体は、前記独立気泡発泡体の外側に水膨潤性ゴム層が設けられたことを特徴とする。水膨潤性ゴム層を設けることにより、老朽化した既設管の内周面に凹凸形状が生じている場合であっても、水膨潤性ゴムがその凹凸形状に追従し、更に既設管内に存在する水と反応することにより膨潤するので、筒状部と既設管との間に隙間が生じることを更に効果的に防止することができる。   The partial repair covering according to claim 3 is characterized in that a water-swellable rubber layer is provided outside the closed-cell foam. By providing the water-swellable rubber layer, even when the concave / convex shape is generated on the inner peripheral surface of the aged existing pipe, the water-swellable rubber follows the concave / convex shape and further exists in the existing pipe. Since it swells by reacting with water, it can prevent more effectively that a clearance gap arises between a cylindrical part and an existing pipe.

請求項4に記載の部分補修用被覆体は、前記弾性部材は繊維材又は連続気泡発泡体であることを特徴とする。一般に圧縮性及び復元力の高い繊維材又連続気泡発泡体を弾性部材として使用することにより、既設管と筒状部との間の隙間の形成を確実に防止できる部分補修用被覆体を容易に構築できる。また、設置後において既設管外から流入する土砂粒子等が繊維材又は連続気泡発泡体に侵入することにより空隙構造が閉塞することから止水性も問題なく確保することができる。   The partial repair covering according to claim 4 is characterized in that the elastic member is a fiber material or an open-cell foam. In general, by using a fiber material or open cell foam having high compressibility and restoring force as an elastic member, it is easy to provide a covering for partial repair that can reliably prevent the formation of a gap between the existing pipe and the cylindrical portion. Can be built. Moreover, since the earth and sand particle | grains etc. which flow in from the existing pipe | tube after installation penetrate | invade into a fiber material or an open cell foam, a space | gap structure is obstruct | occluded, and it can also ensure a water stop without a problem.

請求項5に記載の部分補修用被覆体は、前記弾性部材は水膨潤性材料から形成されていることを特徴とする。この構成によれば、部分補修用被覆体の設置後において補修対象箇所等を介して流入する地下水により弾性部材を形成する水膨潤性材が膨張して空隙構造が閉塞されるので、止水性を確保できると共に、その膨張によって弾性部材の復元力が増大するので隙間の形成防止効果が更に向上する。   The covering for partial repair according to claim 5 is characterized in that the elastic member is formed of a water-swellable material. According to this configuration, since the water-swellable material forming the elastic member is expanded by the groundwater flowing in through the repair target portion after the partial repair covering is installed and the void structure is closed, As well as ensuring, the restoring force of the elastic member is increased by the expansion, so that the effect of preventing the formation of a gap is further improved.

請求項6に記載の部分補修用被覆体は、前記弾性部材の外表層が、有機又は無機粒子を含むことを特徴とする。この構成によれば、圧縮された状態の弾性部材は、これに含まれる有機又は無機粒子によって空隙構造が閉塞された状態となることから、設置後において既設管外から土砂粒子が流入するのを待たずとも設置当初から止水性が確保されているものとなる。   The partial repair covering according to claim 6 is characterized in that the outer surface layer of the elastic member contains organic or inorganic particles. According to this configuration, the compressed elastic member is in a state where the void structure is blocked by the organic or inorganic particles contained therein, so that the sediment particles can flow from outside the existing pipe after installation. Even without waiting, the water stoppage is secured from the beginning of installation.

請求項7に記載の部分補修用被覆体は、前記粒子は、水硬化性粒子であることを特徴とする。この構成によれば、部分補修用被覆体の設置後、既設管の亀裂等から流入する地下水が水により硬化する水硬化粒子と接触し、硬化材は硬化する。ここで、水硬化性粒子は弾性部材の外表層に含まれているので、既設管内面と接した状態で硬化することとなる。   The partial repair covering according to claim 7 is characterized in that the particles are water-curable particles. According to this structure, after installing the covering for partial repair, the groundwater which flows in from the crack etc. of an existing pipe contacts with the water hardening particle | grains hardened | cured with water, and a hardening | curing material hardens | cures. Here, since the water curable particles are contained in the outer surface layer of the elastic member, the particles are cured in contact with the existing pipe inner surface.

そうすると、既設管と弾性部材を備える部分補修用被覆体とは強固に一体化するので、管としての強度、すなわち地盤土圧等に対する反発力を高めることができる。更に、外表層に含まれる水硬化性粒子が硬化することにより弾性部材の透水性はなくなるので、既設管外からの土砂粒子の流入を待たずとも止水性を確保することが可能となる。   If it does so, since the existing pipe and the covering for partial repair provided with an elastic member will be firmly integrated, the strength as a pipe, ie, the repulsive force with respect to ground earth pressure etc., can be raised. Furthermore, since the water curable particles contained in the outer surface layer are cured, the water permeability of the elastic member is lost, so that it is possible to ensure water stopping without waiting for the inflow of earth and sand particles from outside the existing pipe.

請求項8に記載の部分補修用被覆体は、前記弾性部材の外側に止水膜が設けられたことを特徴とする。この構成によれば、既設管内に流入する土砂粒子によって弾性部材の空隙構造が閉塞するのを待つことなく、設置当初から止水性を有する補修構造を得ることができる。   The partial repair covering according to claim 8 is characterized in that a waterproof film is provided outside the elastic member. According to this configuration, it is possible to obtain a repair structure having water-stopping properties from the beginning of installation without waiting for the void structure of the elastic member to be blocked by the earth and sand particles flowing into the existing pipe.

請求項9に記載の部分補修用被覆体は、前記弾性部材の外側に又は前記止水膜が設けられている場合にはその更に外側に、水膨潤性ゴム層が設けられたことを特徴とする。この構成によれば、請求項3と同様に、老朽化した既設管の内周面に凹凸形状が生じている場合であっても、水膨潤性ゴムがその凹凸形状に追従し、更に既設管内に存在する水と反応することにより膨潤するので、筒状部と既設管との間に隙間が生じることを更に効果的に防止することができる。   The partial repair covering according to claim 9 is characterized in that a water-swellable rubber layer is provided on the outer side of the elastic member or further on the outer side when the water-stopping film is provided. To do. According to this configuration, similarly to the third aspect, even when the concave and convex shape is generated on the inner peripheral surface of the aged existing pipe, the water-swellable rubber follows the concave and convex shape, and further in the existing pipe. Since it swells by reacting with water present in the tube, it is possible to more effectively prevent a gap from being formed between the tubular portion and the existing tube.

本発明によれば、亀裂や破損が生じているような既設管の部分補修において、上記部分補修用被覆体を使用することにより、設置後において既設管が変形したとしても十分な止水性を確保することができる万全な補修構造を得ることができる。そして、この補修構造によれば、地中における空洞の形成及びこれに伴う地面陥没を未然に防止することが可能となる。   According to the present invention, in the partial repair of an existing pipe in which cracks or breakage has occurred, by using the partial repair covering, sufficient water-stopping is ensured even if the existing pipe is deformed after installation. The perfect repair structure that can be obtained. And according to this repair structure, it becomes possible to prevent formation of the cavity in the ground and the ground depression accompanying this.

本発明の部分補修用被覆体の実施の形態の一例を示す斜視図である。It is a perspective view which shows an example of embodiment of the covering for partial repair of this invention. 部分補修用被覆体を設置するために使用する補修装置の断面図である。It is sectional drawing of the repair apparatus used in order to install the covering for partial repair. 補修装置を使用して部分補修用被覆体を設置する際の説明図である。It is explanatory drawing at the time of installing the covering for partial repair using a repair apparatus. 部分補修用被覆体の硬化前(A)、硬化後(B)及び下水道本管の変形後(C)の状態を示す部分拡大図である。It is the elements on larger scale which show the state before (A) of hardening of the covering for partial repairs, after hardening (B), and after deformation of a sewer main (C). 設置後の補修構造(a)及び下水道本管変形後の補修構造(b)を示す断面図である。It is sectional drawing which shows the repair structure (a) after installation, and the repair structure (b) after a sewer main deformation | transformation. 本発明の部分補修用被覆体の他の実施の形態を示す斜視図である。It is a perspective view which shows other embodiment of the coating body for partial repair of this invention.

以下、図面を参照して本発明を詳細に説明する。図1は本発明の部分補修用被覆体の実施の形態の一例を示す斜視図である。本実施の形態では、補修対象箇所として下水道本管と取付管との連結部分を例にとり、この箇所を補修するための部分補修用被覆体を説明する。   Hereinafter, the present invention will be described in detail with reference to the drawings. FIG. 1 is a perspective view showing an example of an embodiment of a covering for partial repair according to the present invention. In the present embodiment, a partial repair covering for repairing this portion will be described by taking a connecting portion between a sewer main pipe and a mounting pipe as an example of a repair target portion.

図示されているように、本実施の形態の部分補修用被覆体10は、第1筒状部12と、第1筒状部12の外周面12aから外方に突出する第2筒状部14とを有している。第1筒状部12は下水道本管内面を被覆する部位に相当し、第2筒状部14は取付管内面を被覆する部位に相当するものである。   As shown in the drawing, the partial repair covering 10 according to the present embodiment includes a first tubular portion 12 and a second tubular portion 14 that protrudes outward from the outer peripheral surface 12a of the first tubular portion 12. And have. The 1st cylindrical part 12 is corresponded to the site | part which coat | covers a sewer main pipe inner surface, and the 2nd cylindrical part 14 is equivalent to the site | part which coat | covers an attachment pipe inner surface.

第1筒状部12の外周面12aの両端の縁部には、弾性部材16がその外周面12aをその全周に亘って覆うように周方向に連続してそれぞれ設けられている。弾性部材16は微細な空隙構造を有する弾性部材であり、設置状態において既設管と筒状部12、14との間に圧縮された状態で介在する。   The elastic member 16 is provided in the circumferential direction so that the outer peripheral surface 12a may be covered over the outer periphery at the edge part of the both ends of the outer peripheral surface 12a of the 1st cylindrical part 12, respectively. The elastic member 16 is an elastic member having a fine void structure, and is interposed between the existing pipe and the cylindrical portions 12 and 14 in the installed state.

このような弾性部材16としては、独立気泡発泡体、繊維材、連続気泡発泡体等を使用することができる。独立気泡発泡体及び連続気泡発泡体としてはウレタンフォーム等を使用することができ、繊維材としてはポリエステル製等の不織布等を使用することができる。   As such an elastic member 16, a closed cell foam, a fiber material, an open cell foam, etc. can be used. Urethane foam or the like can be used as the closed cell foam and open cell foam, and a nonwoven fabric made of polyester or the like can be used as the fiber material.

弾性部材16として独立気泡発泡体を使用した場合には、止水性を容易に確保することができる。弾性部材16として繊維材や連続気泡発泡体を使用した場合には、設置直後においては止水性は得られないものの、既設管外から流入する土砂粒子等がその空隙構造に侵入することにより、空隙構造の一部又は全部が閉塞され、事後的に止水性を確保することができる。   In the case where a closed cell foam is used as the elastic member 16, it is possible to easily ensure water blocking. When a fiber material or an open-cell foam is used as the elastic member 16, water stoppage is not obtained immediately after installation, but dirt and sand particles flowing from the outside of the existing pipe enter the void structure. Part or all of the structure is blocked, and water stoppage can be secured after the fact.

弾性部材16は水を吸収して膨張する水膨潤性材料から形成されていることが好ましく、水膨潤性繊維材や水膨潤性の発泡体を特に好ましく使用することができる。水膨潤性材料としては、例えば、ポリアクリル酸ナトリウム等の水膨潤性ポリマーを使用することができる。水膨張性材から形成された弾性部材を使用することにより、既設管内に存在する水と反応して弾性部材の空隙構造が閉塞されるので、容易に止水性が確保される。   The elastic member 16 is preferably formed from a water-swellable material that absorbs water and expands, and a water-swellable fiber material or a water-swellable foam can be particularly preferably used. As the water-swellable material, for example, a water-swellable polymer such as sodium polyacrylate can be used. By using an elastic member formed of a water-expandable material, the void structure of the elastic member is closed by reacting with water existing in the existing pipe, so that water-stopping property is easily ensured.

図示していないが、弾性部材16の外側、すなわち既設管に接する面には、水膨潤性ゴム層が設けられていることが好ましい。水膨潤性ゴム層を設けることにより、老朽化した既設管の内周面に凹凸形状が生じている場合であっても、液状の水膨潤性ゴムがその凹凸形状に追従し、更に既設管内に存在する水と反応することにより膨潤するので、筒状部12、14と既設管との間に隙間が生じるのを更に効果的に防止することができる。   Although not shown, it is preferable that a water-swellable rubber layer is provided on the outer side of the elastic member 16, that is, the surface in contact with the existing pipe. By providing the water-swellable rubber layer, even if the inner peripheral surface of the aged existing pipe has an uneven shape, the liquid water-swellable rubber follows the uneven shape, and further in the existing pipe. Since it swells by reacting with the water which exists, it can prevent more effectively that a clearance gap produces between the cylindrical parts 12 and 14 and an existing pipe | tube.

水膨潤性ゴムとしては、エーテル系ポリウレタンエラストマー、イソブチルレン−無水マレイン酸等の吸水性樹脂、またはこれら吸水性樹脂とクロロプレンゴム、天然ゴム等の混合物を使用することができる。   As the water-swellable rubber, ether-based polyurethane elastomers, water-absorbing resins such as isobutylene-maleic anhydride, or mixtures of these water-absorbing resins with chloroprene rubber, natural rubber, and the like can be used.

弾性部材16の厚さは、補修対象の既設管の管径によっても異なるが、想定される既設管の変形度合い等に応じて適宜設定することができる。具体的には、想定される隙間の最大幅より厚ければよく、例えば、非圧縮状態で3〜10mmであり、圧縮状態で1〜3mmである。   The thickness of the elastic member 16 varies depending on the diameter of the existing pipe to be repaired, but can be set as appropriate according to the assumed degree of deformation of the existing pipe. Specifically, it may be thicker than the assumed maximum width of the gap, for example, 3 to 10 mm in the uncompressed state and 1 to 3 mm in the compressed state.

本実施の形態において弾性部材16は部分補修用被覆体10の第1筒状部12の外周面12aの縁部にそれぞれ設けられ、更に第2筒状部14の外周面に設けられている。しかしながら、第1筒状部12及び第2筒状部14の外周面の全てが弾性部材16で覆われていてもよい。第2筒状部14の軸方向の長さは図示したよりも長くてもよく、その場合には第2筒状部14の少なくとも縁部に弾性部材が設けられる。   In the present embodiment, the elastic member 16 is provided on the edge of the outer peripheral surface 12 a of the first cylindrical portion 12 of the partial repair covering 10, and further provided on the outer peripheral surface of the second cylindrical portion 14. However, all of the outer peripheral surfaces of the first cylindrical portion 12 and the second cylindrical portion 14 may be covered with the elastic member 16. The axial length of the second cylindrical portion 14 may be longer than shown, and in that case, an elastic member is provided at least at the edge of the second cylindrical portion 14.

部分補修用被覆体10を構成する硬化性樹脂製の部材としては従来から用いられているものが使用できる。例えば、ガラス繊維等の基材に光硬化性樹脂組成物又は熱硬化性樹脂組成物を含浸させ、必要に応じてその内面又は両面に保護フィルムを積層したものを使用することができる。光硬化性樹脂組成物及び熱硬化性樹脂組成物は従来から使用されているものでよい。   As a member made of curable resin constituting the covering 10 for partial repair, those conventionally used can be used. For example, a substrate such as glass fiber impregnated with a photocurable resin composition or a thermosetting resin composition, and a protective film laminated on the inner surface or both surfaces as necessary can be used. The photocurable resin composition and the thermosetting resin composition may be those conventionally used.

上記保護フィルムが樹脂組成物を含浸した基材の外面に設けられている場合には、弾性部材16は、例えば接着剤で貼り付けることにより各筒状部12、14の外周面に設けることができる。一方、保護フィルムが樹脂組成物を含浸した基材の内面にのみ設けられ、外面には設けられていない場合には、弾性部材16の内部に樹脂組成物が浸透しないように、弾性部材16の内側にポリエチレンフィルム等の介在フィルムを設け、そのフィルムの内側面に接着剤を塗布し、各筒状部12、14に貼付することにより弾性部材16を設けることができる。   When the protective film is provided on the outer surface of the base material impregnated with the resin composition, the elastic member 16 may be provided on the outer peripheral surface of each of the cylindrical portions 12 and 14 by, for example, bonding with an adhesive. it can. On the other hand, when the protective film is provided only on the inner surface of the base material impregnated with the resin composition and is not provided on the outer surface, the elastic member 16 is prevented from penetrating into the elastic member 16. The elastic member 16 can be provided by providing an intervening film such as a polyethylene film on the inner side, applying an adhesive on the inner side surface of the film, and sticking it to the cylindrical portions 12 and 14.

本発明に係る部分補修用被覆体を使用して既設管を補修するには従来の手法と同様の手法で行うことができる。例えば、図2で示す補修装置60を使用して部分補修用被覆体を下水管内における所定の位置に設置することができる。   In order to repair an existing pipe using the covering for partial repair according to the present invention, it can be performed by a method similar to the conventional method. For example, the covering for partial repair can be installed at a predetermined position in the sewer pipe using the repairing device 60 shown in FIG.

この補修装置60は、半径方向に膨張・収縮可能なゴム材よりなる下水道本管用筒状部62と、下水道本管用筒状部62の軸方向中間部で下水道本管用筒状部の半径方向外方にT字状またはト字状に突出した形状とされている膨張・収縮可能なゴム材よりなる取付管用筒状部64とを主体として構成されるものであり、下水道本管用筒状部62はその両端にて一対の側蓋66にて密閉され、下水道本管用筒状部62及び取付管用筒状部の内部に圧縮空気を出入り自在に送る流体導入管68が設けられ、更に補修装置60自体を移動可能とする走行手段69とを有している。   This repairing device 60 has a sewer main tubular portion 62 made of a rubber material that can be expanded and contracted in the radial direction, and a radially intermediate portion of the sewer main tubular portion 62 in the axial direction intermediate portion of the sewer main tubular portion 62. The main part is composed of a tubular part 64 for an attachment pipe made of an inflatable / shrinkable rubber material that protrudes in a T-shape or a T-shape. Are sealed with a pair of side lids 66 at both ends, and a fluid introduction pipe 68 for sending compressed air in and out is provided inside the tubular section 62 for the sewer main pipe and the tubular section for the mounting pipe, and the repair device 60. It has traveling means 69 that can move itself.

下水道本管用筒状部62は、上記部分補修用被覆体10の第1筒状部12をその外周部に巻きつけた状態に保持し、取付管用筒状部64は第2筒状部14をその外周部に巻きつけた状態に保持する構成となっている。   The sewer main tubular portion 62 holds the first tubular portion 12 of the partial repair covering 10 around the outer peripheral portion thereof, and the mounting pipe tubular portion 64 holds the second tubular portion 14. It is the structure hold | maintained in the state wound around the outer peripheral part.

既設管内面を部分補修用被覆体10で被覆する作業について図3により説明すると、先ず部分補修用被覆体10を上記のように保持した補修装置60を下水道本管72の端部からワイヤー(図示せず)による牽引にて引き入れ、所定の補修箇所まで移動させる。この時点では、下水道本管用筒状部62及び取付管用筒状部64は共に圧縮空気を送られていない状態にあり、特に下水道本管用筒状部62は半径方向に座屈した状態にあるので、取付管用筒状部64に遊嵌されている第2筒状部14は下水道本管72の内径の範囲内に後退しており、部分補修用被覆体10を被装した補修装置60は支障なく下水道本管72内を走行することができる。   The operation of covering the inner surface of the existing pipe with the partial repair covering 10 will be described with reference to FIG. 3. First, the repair device 60 holding the partial repair covering 10 as described above is wired from the end of the sewer main pipe 72 (FIG. It is pulled in by traction (not shown) and moved to a predetermined repair location. At this time, both the sewer main tubular portion 62 and the attachment pipe tubular portion 64 are not supplied with compressed air, and in particular, the sewer main tubular portion 62 is in a state of buckling in the radial direction. The second tubular portion 14 loosely fitted in the mounting pipe tubular portion 64 is retracted within the range of the inner diameter of the sewer main pipe 72, and the repair device 60 that covers the partial repair covering 10 is obstructed. It can run in the sewer main 72 without.

補修箇所に到達後、取付管用筒状部64の軸線を取付管74の軸線に整合させ、次いで下水道本管用筒状部62及び取付管用筒状部64の内部に流体導入管68を介して圧縮空気を内部気圧が例えば0.3〜1MPaとなるように供給し、これらを膨張させて、第1筒状部12及び第2筒状部14をそれぞれ下水道本管72及び取付管74の内面に圧着する。圧着すると第1筒状部12及び第2筒状部14の弾性部材16が設けられていない部分の外周面は下水道本管72及び取付管74の内周面と密着状態となり、弾性部材16は圧縮状態となる。次いで、補修装置60内部に設けられた光照射手段又は加熱手段(図示せず)で光照射又は加熱することにより、第1筒状部12及び第2筒状部14の樹脂組成物を硬化させる。この硬化により第1筒状部12及び第2筒状部14は最大に拡径した状態から若干の収縮が生じるが、弾性部材16が上記圧縮状態から復元することにより硬化段階における隙間の形成は防止される。その後、光照射又は加熱を終了し、第1筒状部12及び第2筒状部14を自然冷却又は冷風を送る等して冷却した後、下水道本管用筒状部62及び取付管用筒状部64内部の圧縮空気を放出し、補修装置60を撤去する。これにより、下水道本管72及び取付管74の接続部近傍の内面領域が硬化した部分補修用被覆体10で被覆される。なお、上記補修装置60の光照射手段はその内部に光照射ランプを設置することで構成でき、上記加熱手段としては、下水道本管用筒状部62及び取付管用筒状部64を膨張させるための流体として蒸気を使用したり、加熱用赤外線ランプ等を補修装置60の内部に設置する等して構成することができる。   After reaching the repair location, the axis of the tubular portion 64 for the attachment pipe is aligned with the axis of the attachment pipe 74, and then compressed through the fluid introduction pipe 68 into the tubular portion 62 for the sewer main pipe and the tubular portion 64 for the attachment pipe. Air is supplied so that the internal atmospheric pressure becomes, for example, 0.3 to 1 MPa, and these are expanded, and the first cylindrical portion 12 and the second cylindrical portion 14 are respectively attached to the inner surfaces of the sewer main pipe 72 and the attachment pipe 74. Crimp. When crimped, the outer peripheral surfaces of the first cylindrical portion 12 and the second cylindrical portion 14 where the elastic member 16 is not provided are in close contact with the inner peripheral surfaces of the sewer main pipe 72 and the mounting pipe 74, and the elastic member 16 Compressed state. Subsequently, the resin composition of the 1st cylindrical part 12 and the 2nd cylindrical part 14 is hardened by light irradiation or heating with the light irradiation means or heating means (not shown) provided in the repair apparatus 60 inside. . Although the first cylindrical portion 12 and the second cylindrical portion 14 are slightly shrunk from the state where the diameter is expanded to the maximum by this curing, the elastic member 16 is restored from the compressed state, so that a gap is formed in the curing stage. Is prevented. Then, after light irradiation or heating is finished, the first tubular portion 12 and the second tubular portion 14 are cooled by natural cooling or sending cool air, etc., and then the sewer main tubular portion 62 and the mounting tubular portion. The compressed air inside 64 is discharged and the repair device 60 is removed. Thereby, the inner surface area | region of the connection part vicinity of the sewer main pipe 72 and the attachment pipe 74 is coat | covered with the covering 10 for partial repair. The light irradiating means of the repair device 60 can be configured by installing a light irradiating lamp therein, and the heating means is for expanding the tubular portion 62 for the sewer main pipe and the tubular portion 64 for the attachment pipe. Steam can be used as the fluid, or a heating infrared lamp or the like can be installed inside the repair device 60.

以上の方法により形成された部分補修構造は、弾性部材16を下水道本管72及び取付管74と各筒状部12、24との間に介在するように設けていることから、硬化作業時において各筒状部12、14が硬化収縮したとしても、弾性部材16の復元力によって下水道本管72及び取付管74と部分補修用被覆体10との間が弾性部材16で満たされた状態となるので、隙間の形成を防止することができる。すなわち、部分補修用被覆体の硬化前の状態である図4(A)及び硬化作業後の状態である図4(B)に示しているように、既設管72と筒状部12の間に介在する弾性部材16は、硬化作業前においては圧縮される前の状態にあり、硬化作業後において圧縮状態となって存在するため、部分補修用被覆体の設置段階における段階における隙間の形成は生じない(硬化作業後の断面図である図5(a)参照。)。この状態では、筒状部12の硬化収縮によって弾性部材16は若干復元するものの依然として圧縮状態にある。   In the partial repair structure formed by the above method, the elastic member 16 is provided so as to be interposed between the sewer main pipe 72 and the attachment pipe 74 and the cylindrical portions 12 and 24. Even if the cylindrical portions 12 and 14 are cured and contracted, the elastic member 16 fills the space between the sewer main pipe 72 and the attachment pipe 74 and the partial repair covering 10 by the restoring force of the elastic member 16. Therefore, formation of a gap can be prevented. That is, as shown in FIG. 4A, which is a state before the partial repair covering is cured, and FIG. 4B, which is a state after the curing operation, between the existing pipe 72 and the cylindrical portion 12. The interposing elastic member 16 is in a state before being compressed before the curing operation and is in a compressed state after the curing operation, so that a gap is formed at the stage of setting the partial repair covering. No (see FIG. 5A, which is a cross-sectional view after the curing operation). In this state, the elastic member 16 is slightly restored by the hardening shrinkage of the cylindrical portion 12, but is still in a compressed state.

そして、この弾性部材16は空隙構造を有しているために圧縮性が高く、その分復元力も大きいため、部分補修用被覆体10の設置後において下水道本管72に変形が生じ、筒状部12、14と下水道本管72や取付管74の内面が離れる状況が生じたとしても、その間の空間は復元した弾性部材16によって満たされるので、既設管の変形に起因する隙間の形成を防止することができる。すなわち、既設管変形後の部分詳細図である図4(C)に示されているように、変形前の状態である図4(B)と比較して、下水道本管72と筒状部12との間が開いたとしてもその空間は圧縮状態から復元した弾性部材16で満たされた状態となる(下水道本管72変形後の断面図である図5(b)参照。図5(b)では既設管の変形に起因して亀裂19が生じている)。   And since this elastic member 16 has a void structure, it has a high compressibility and a correspondingly large restoring force, so that the sewer main pipe 72 is deformed after the installation of the partial repair covering 10, and the tubular portion Even if a situation occurs in which the inner surfaces of the sewer main pipe 72 and the attachment pipe 74 are separated from each other, the space between them is filled with the restored elastic member 16, thereby preventing the formation of a gap due to the deformation of the existing pipe. be able to. That is, as shown in FIG. 4C, which is a partial detail view after the existing pipe is deformed, the sewer main pipe 72 and the cylindrical portion 12 are compared with FIG. Even if the space is opened, the space is filled with the elastic member 16 restored from the compressed state (see FIG. 5B, which is a cross-sectional view after deformation of the sewer main 72. FIG. 5B). Then, a crack 19 is generated due to the deformation of the existing pipe).

したがって、下水道本管72や取付管74に変形が生じた場合であっても、下水道本管72及び取付管74と筒状部12、14との間に隙間が形成せず、また上述したように止水性も確保されるので、長期に亘って補修効果を維持することができる。   Therefore, even when the sewer main pipe 72 and the attachment pipe 74 are deformed, no gap is formed between the sewer main pipe 72 and the attachment pipe 74 and the cylindrical portions 12 and 14, and as described above. In addition, since the water-stopping property is ensured, the repair effect can be maintained for a long time.

本発明の部分補修用被覆体において、図1に示した弾性部材16の外表層には有機又は無機粒子が含まれていてもよい。既設管の補修対象箇所に部分補修用被覆体を設置する前に、予め弾性部材16に粒子を含ませることにより、設置後に土砂粒子が侵入して空隙構造が閉塞するのを待たずとも設置当初から止水性を確保することができ、補修の万全を期すことができる。   In the partial repair covering of the present invention, the outer surface layer of the elastic member 16 shown in FIG. 1 may contain organic or inorganic particles. Before installing the covering for repairing a part of an existing pipe to be repaired, by including particles in the elastic member 16 in advance, it is possible to install without waiting for the sand particles to enter and block the void structure after installation. Therefore, it is possible to ensure water-stopping and complete repairs.

有機又は無機粒子としては、弾性部材16の圧縮状態における空隙構造を閉塞することができればどのようなものでもよい。無機粒子としては、土砂粒子、粘土粒子、ベントナイト等を使用することができる。有機粒子としては、ポリマー粒子や穀粉を使用することができる。   Any organic or inorganic particles may be used as long as the void structure in the compressed state of the elastic member 16 can be closed. As inorganic particles, earth and sand particles, clay particles, bentonite and the like can be used. As the organic particles, polymer particles or flour can be used.

有機又は無機粒子の大きさは弾性部材16の圧縮状態における空隙構造を閉塞できればよく、例えば平均粒子径が1〜1000μm、好ましくは20〜200μmである。本発明において、平均粒子径は、レーザー回折散乱法より求められるものである。   The size of the organic or inorganic particles may be any size as long as it can close the void structure in the compressed state of the elastic member 16. For example, the average particle size is 1 to 1000 μm, preferably 20 to 200 μm. In the present invention, the average particle diameter is determined by a laser diffraction scattering method.

粒子を弾性部材16の外表層に含ませる方法としては、粒子を噴霧等により弾性部材16の表面に吹き付け、その空隙構造に粒子を侵入させる方法を採ることができる。   As a method of including the particles in the outer surface layer of the elastic member 16, a method of spraying the particles on the surface of the elastic member 16 by spraying or the like and allowing the particles to enter the void structure can be adopted.

上記粒子は、セメント等の水硬化性粒子であることが好ましい。既設管の補修には、地下水や土砂の流入の防止効果だけでなく、埋設管としての強度を確保する必要性もある。部分補修用被覆体10の硬化作業後、外表層に含まれる水硬化性粒子が既設管の亀裂から流入する地下水によって硬化することにより既設管と部分補修用被覆体との密着度が増して既設管と部分補修用被覆体が一体化する。両者が一体化すると管としての強度が向上し、更に、止水性もより高くなるので、万全な補修効果を得ることが可能となる。   The particles are preferably water curable particles such as cement. In repairing existing pipes, it is necessary not only to prevent the inflow of groundwater and earth and sand, but also to ensure the strength of buried pipes. After the curing work of the partial repair covering 10, the water curable particles contained in the outer surface layer are hardened by the groundwater flowing from the cracks of the existing pipe, thereby increasing the degree of adhesion between the existing pipe and the partial repair covering. The tube and the covering for partial repair are integrated. When both are integrated, the strength of the tube is improved and the water-stopping property is further increased, so that a complete repair effect can be obtained.

また、本発明の部分補修用被覆体において、図1で示した弾性部材16の外側には止水膜が積層されていてもよい。これにより、設置後において土砂粒子が侵入して弾性部材16の空隙構造が目詰りするのを待たずとも設置当初から止水性を確保することができる。   Moreover, in the covering for partial repair of this invention, the water stop film may be laminated | stacked on the outer side of the elastic member 16 shown in FIG. Accordingly, it is possible to ensure water-stopping from the beginning of installation without waiting for the earth and sand particles to enter and the void structure of the elastic member 16 to be clogged after the installation.

既設管と止水膜との間に隙間が生じないよう、老朽化した既設管内面の凹凸形状に追従させるため、止水膜としては、ポリエチレンフィルムやPETフィルム等の柔軟性が高い薄膜フィルムを使用することが好ましく、その厚さは0.005〜0.1mmが好ましい。なお、止水膜を設けた場合に上述した水膨潤性ゴム層を設ける場合には、止水膜の更に外側に水膨潤性ゴム層を設ける。   To prevent the gap between the existing pipe and the water-stopping film from occurring, the thin water-resistant film such as a polyethylene film or a PET film is used as the water-stopping film in order to follow the uneven shape of the aged inner surface of the existing pipe. The thickness is preferably 0.005 to 0.1 mm. In addition, when providing the water-swellable rubber layer described above when the water-stopping film is provided, the water-swellable rubber layer is provided on the outer side of the water-stopping film.

本発明は上述した下水道本管と取付管との接続部を部分的に補修する部分補修用被覆体のみならず、他の部分を部分的に補修する部分補修用被覆体であってもよい。図6は、下水道本管内の直管部を部分補修するための部分補修用被覆体を示す斜視図である。   The present invention may be not only a partial repair covering for partially repairing the connection portion between the sewer main and the mounting pipe described above, but also a partial repair covering for partially repairing other portions. FIG. 6 is a perspective view showing a partial repair covering for partially repairing a straight pipe portion in a sewer main.

図1で示した部分補修用被覆体の第2筒状部がないこと以外は同様の構成である。すなわち、図6に示す部分補修用被覆体30は、筒状の部分補修用被覆体であり、その軸方向両端の外周面の縁部に弾性部材が設けられた構成を有している。このような部分補修用被覆体30を下水道本管内の所定箇所に設置するには、上述した方法と同様の方法を採用することができ、例えば、図2に示した補修装置60の取付管用筒状部64が設けられていないタイプのものを使用することができる。   The configuration is the same except that the second cylindrical portion of the covering for partial repair shown in FIG. 1 is not provided. That is, the partial repair covering 30 shown in FIG. 6 is a cylindrical partial repair covering, and has a configuration in which elastic members are provided at the edges of the outer peripheral surfaces at both ends in the axial direction. In order to install such a partial repair covering 30 at a predetermined location in the sewer main, a method similar to the above-described method can be employed. For example, the mounting pipe cylinder of the repair device 60 shown in FIG. The type in which the shape part 64 is not provided can be used.

下水管においては、下水道本管と取付管との接続部だけでなく、これ以外の下水道本管の直管部や、下水道本管を構成するヒューム管等の管状ピースの連結箇所(継ぎ目)においても亀裂や隙間が発生しやすく、このような場合には図6に例示した部分補修用被覆体を好適に使用することができる。   In the sewer pipe, not only at the connection part between the sewer main pipe and the mounting pipe, but also at the connecting part (seam) of the straight pipe part of the other sewer main pipe and the tubular piece such as the fume pipe constituting the sewer main pipe. Also, cracks and gaps are likely to occur, and in such a case, the partial repair covering shown in FIG. 6 can be suitably used.

なお、本発明は上記各実施の形態の構成に限定されるものではなく、発明の要旨の範囲内で種々の変形が可能である。   In addition, this invention is not limited to the structure of said each embodiment, A various deformation | transformation is possible within the range of the summary of invention.

10 部分補修用被覆体
12 第1筒状部
14 第2筒状部
16 弾性部材
19 亀裂
30 部分補修用被覆体
60 補修装置
62 下水道本管用筒状部
64 取付管用筒状部
66 側蓋
68 流体導入管
69 走行手段
72 下水道本管
74 取付管
DESCRIPTION OF SYMBOLS 10 Partial repair coating body 12 1st cylindrical part 14 2nd cylindrical part 16 Elastic member 19 Crack 30 Partial repair coating body 60 Repair apparatus 62 Cylindrical part for sewer main pipes 64 Tubular part for attachment pipes 66 Side lid 68 Fluid Introduction pipe 69 Traveling means 72 Sewer main pipe 74 Mounting pipe

Claims (9)

地中に埋設された既設管の補修対象箇所を内面から被覆するための筒状部を有する硬化性樹脂製の部分補修用被覆体において、
前記筒状部の少なくとも縁部の外周面をその全周に亘って覆い、且つ前記被覆状態において前記既設管と前記筒状部との間に圧縮された状態で介在する弾性部材を備え、
該弾性部材は空隙構造を有することを特徴とする部分補修用被覆体。
In a covering for partial repair made of a curable resin having a cylindrical portion for covering a repair target portion of an existing pipe buried in the ground from the inner surface,
An elastic member that covers at least the outer peripheral surface of the edge portion of the cylindrical portion over its entire circumference, and that is interposed between the existing pipe and the cylindrical portion in the covered state;
A covering for partial repair, wherein the elastic member has a void structure.
前記弾性部材は独立気泡発泡体であることを特徴とする請求項1に記載の部分補修用被覆体。   The covering for partial repair according to claim 1, wherein the elastic member is a closed cell foam. 前記独立気泡発泡体の外側に水膨潤性ゴム層が設けられたことを特徴とする請求項2に記載の部分補修用被覆体。   The covering for partial repair according to claim 2, wherein a water-swellable rubber layer is provided outside the closed-cell foam. 前記弾性部材は繊維材又は連続気泡発泡体であることを特徴とする請求項1に記載の部分補修用被覆体。   The covering for partial repair according to claim 1, wherein the elastic member is a fiber material or an open-cell foam. 前記弾性部材は水膨潤性材料から形成されていることを特徴とする請求項1〜4の何れか1項に記載の部分補修用被覆体。   The covering member for partial repair according to any one of claims 1 to 4, wherein the elastic member is formed of a water-swellable material. 前記弾性部材の外表層が、有機又は無機粒子を含むことを特徴とする請求項4又は5に記載の部分補修用被覆体。   The outer surface layer of the elastic member contains organic or inorganic particles, The covering for partial repair according to claim 4 or 5 characterized by things. 前記粒子は、水硬化性粒子であることを特徴とする請求項6に記載の部分補修用被覆体。   The covering for partial repair according to claim 6, wherein the particles are water curable particles. 前記弾性部材の外側に止水膜が設けられたことを特徴とする請求項4〜7の何れか1項に記載の部分補修用被覆体。   The covering for partial repair according to any one of claims 4 to 7, wherein a water blocking film is provided outside the elastic member. 前記弾性部材の外側に又は前記止水膜が設けられている場合にはその更に外側に、水膨潤性ゴム層が設けられたことを特徴とする請求項4〜8の何れか1項に記載の部分補修用被覆体。   The water-swellable rubber layer is provided on the outer side of the elastic member or on the outer side of the water-stopping film when the water-stopping film is provided on the outer side of the elastic member. Cover for partial repair.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016084615A (en) * 2014-10-24 2016-05-19 ジオスター株式会社 Rubber molded cut-off material and method of producing the same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01279198A (en) * 1988-04-29 1989-11-09 Tokyo Gas Co Ltd Method for partly repairing pipe conduit from its internal surface
JPH0374698A (en) * 1989-08-14 1991-03-29 Toa Gurauto Kogyo Kk Covering body for preventing water leakage for line and water leakage preventing method for line
JPH05263986A (en) * 1992-03-19 1993-10-12 Toa Gurauto Kogyo Kk Repairing coating body of pipe line
JP2011126253A (en) * 2009-12-21 2011-06-30 Yoshika Kk Repairing structure and repairing method of pipe line, and laminate lining material

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01279198A (en) * 1988-04-29 1989-11-09 Tokyo Gas Co Ltd Method for partly repairing pipe conduit from its internal surface
JPH0374698A (en) * 1989-08-14 1991-03-29 Toa Gurauto Kogyo Kk Covering body for preventing water leakage for line and water leakage preventing method for line
JPH05263986A (en) * 1992-03-19 1993-10-12 Toa Gurauto Kogyo Kk Repairing coating body of pipe line
JP2011126253A (en) * 2009-12-21 2011-06-30 Yoshika Kk Repairing structure and repairing method of pipe line, and laminate lining material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016084615A (en) * 2014-10-24 2016-05-19 ジオスター株式会社 Rubber molded cut-off material and method of producing the same

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