JP2006200126A - Device for repairing connecting part of manhole peripheral wall and pipe and repairing construction method using the repairing device - Google Patents

Device for repairing connecting part of manhole peripheral wall and pipe and repairing construction method using the repairing device Download PDF

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JP2006200126A
JP2006200126A JP2005009786A JP2005009786A JP2006200126A JP 2006200126 A JP2006200126 A JP 2006200126A JP 2005009786 A JP2005009786 A JP 2005009786A JP 2005009786 A JP2005009786 A JP 2005009786A JP 2006200126 A JP2006200126 A JP 2006200126A
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manhole
peripheral wall
pipe
invert
repairing
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Koichi Eto
浩一 江藤
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NIKOU SAKUSHIN KOGYO KK
SAKURA SOGYO KK
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NIKOU SAKUSHIN KOGYO KK
SAKURA SOGYO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a repairing device and a repairing construction method using this repairing device, capable of surely repairing a connecting part, after cutting an invert, for exposing a lower half part of a connecting place buried in the invert by the repairing device, even when a connecting part lower half part of a manhole peripheral wall and a pipe is buried in the invert. <P>SOLUTION: This connecting part repairing device of the manhole peripheral wall and the pipe of a manhole comprises the pipe respectively connected to the opposed manhole peripheral wall, an opening part of the pipe respectively oppositely exposed to the inner surface side of the manhole peripheral wall and an introducing passage formed in the invert of a manhole bottom part, and is characterized by having a holding member, a moving rod, a driving member and an invert cutting member arranged in the pipe of the opposed one side manhole peripheral wall, a rotary member, a vertically moving member and a laterally moving member. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、たとえばマンホール周壁と該マンホール周壁に接続される管との接続部に耐震化を施すなどのときに使用される補修装置及び該補修装置を使用した補修工法に関するものである。
The present invention relates to a repair device used when, for example, applying earthquake resistance to a connection portion between a manhole peripheral wall and a pipe connected to the manhole peripheral wall, and a repair method using the repair device.

マンホールは、一般に例えば下水道管の点検や掃除をするために人が出入りする穴を指標し、下水道管の最上流、合流点、屈曲点と直線区間ではある間隔毎に設置される。そしてマンホールの周壁には前記下水道用の管が接続される。   The manhole generally indicates, for example, a hole through which a person enters and exits in order to inspect and clean the sewer pipe, and is installed at certain intervals between the uppermost stream, the junction, and the bending point of the sewer pipe. The sewer pipe is connected to the peripheral wall of the manhole.

ところで、近年地震が頻発する昨今、全ての構築物あるいは建築物についての耐震化が検討され、実施化されている。   By the way, in recent years when earthquakes frequently occur, earthquake resistance of all structures or buildings has been studied and implemented.

そして、前記したマンホールの周壁と、該マンホールの周壁に接続された例えば下水道用の管との接続部についても同様でかかる箇所の耐震化補修工事が進められている。   The same is also applied to the connecting portion between the peripheral wall of the manhole and, for example, a sewer pipe connected to the peripheral wall of the manhole.

しかして、前記接続部の補修工事にはその迅速化を図るために例えば特開2001−28965号公報に記載されているような補修機械を使用し、補修するものとしている。   Thus, in order to speed up the repair work of the connecting portion, for example, a repair machine as described in JP-A-2001-28965 is used for repair.

しかしながら、前記のような補修装置であると、例えば、図4に示すようにマンホール周壁と管との接続部下半分がインバートに埋もれているような場合には使用することが出来ず、作業者がマンホール内に侵入し、前記インバートを手作業で切削した後に前記補修装置で補修しなければならなかった。   However, in the case of the repair device as described above, for example, as shown in FIG. 4, when the lower half of the connecting portion between the manhole peripheral wall and the pipe is buried in invert, it cannot be used, After entering the manhole and manually cutting the invert, the repair device had to be repaired.

特開2001−28965号公報JP 2001-28965 A

しかしながら、マンホール周壁と管との接続部下半分がインバートに埋もれているような場合には、前記補修装置がダイレクトには使用できないため、作業者がマンホール内に侵入し、インバートに埋もれている接続箇所の下半分を露出させるために、インバートを手作業で切削しなければならない。   However, when the lower half of the connecting part between the manhole peripheral wall and the pipe is buried in invert, the repair device cannot be used directly, so that the operator enters the manhole and is connected to the invert. The invert must be manually cut to expose the lower half of the.

しかるにインバートを手作業で切削した後に前記補修装置で補修することは著しく作業手間になると共に、手作業でインバートを正確に切削するには経験と熟練した技術が必要とされ、多くは切削箇所が大きめになってしまうとの課題があった。   However, repairing the invert with the repair device after manually cutting the invert is remarkably labor intensive, and in order to accurately cut the invert manually, experience and skill are required. There was a problem of becoming larger.

かくして、本発明はかかる課題に対処すべく創案されたものであって、マンホール周壁と管との接続部下半分がインバートに埋もれているような場合にあっても、補修装置によって、インバートに埋もれている接続箇所の下半分を露出させるために、インバートを切削でき、その後確実に接続部の補修が出来る補修装置及び該補修装置を使用した補修工法を提供することを目的とするものである。
Thus, the present invention was devised to cope with such a problem, and even when the lower half of the connecting portion between the manhole peripheral wall and the pipe is buried in the invert, it is buried in the invert by the repair device. It is an object of the present invention to provide a repair device that can cut inverts and then reliably repair the connection portion in order to expose the lower half of the connected portion, and a repair method using the repair device.

本発明によるマンホール周壁と管との接続部補修装置及び当該補修装置を使用した補修工法は、
対向するマンホール周壁に各々接続される管と、マンホール周壁内面側に各々対向して露出する管の開口部と、前記管の開口部間に設けられ、マンホール底部のインバートに形成された導入路を有するマンホールのマンホール周壁と管との接続部補修装置であって、
対向する一方側マンホール周壁の管内に設置された保持部材と該保持部材で保持される移動杆と該移動杆を管の軸方向へ進退させる駆動部材と前記移動杆に接続された円盤状をなすインバート切削部材と、該インバート切削部材を回転させる回転部材と、インバート切削部材を上下方向へ移動させる上下方向移動部材及び左右方向へ移動させる左右方向移動部材と、
を有することを特徴とし、
または、
前記のマンホール周壁と管との接続部補修装置により、前記対向するマンホール周壁に各々露出する開口部の外径より大形の略半円状に前記インバートを切削する、
ことを特徴とし、
または、
対向するマンホール周壁に各々接続される管と、マンホール周壁内面側に各々対向して露出する管の開口部と、前記管の開口部間に設けられるマンホール底部のインバートに形成された導入路を有するマンホールの前記マンホール周壁と管との接続部補修装置であって、
対向する一方側マンホール周壁の管内に設置された保持部材と該保持部材で保持される移動杆と該移動杆を管の軸方向へ進退させる駆動部材と前記移動杆に接続された円盤状をなすインバート切削部材と、該インバート切削部材を回転させる回転部材と、インバート切削部材を上下方向へ移動させる上下方向移動部材及び左右方向へ移動させる左右方向移動部材と、
前記インバート切削部材の替わりに取り付けられるマンホール周壁切削部材と、 を有することを特徴とし、
または、
前記のマンホール周壁と管との接続部補修装置により、前記対向するマンホール周壁に各々露出する開口部の外径より大形の略半円状に前記インバートを切削し、
次いで、インバート切削部材の替わりに取り付けられるマンホール周壁切削部材によりマンホール周壁に各々露出する開口部の外径より大形の略円状に該マンホール周壁を切削する、
ことを特徴とするものである。
The repairing method using the repairing device and the repairing device for connecting the peripheral wall of the manhole and the pipe according to the present invention,
A pipe connected to each of the opposed manhole peripheral walls, an opening of the pipe exposed opposite to the inner surface of the manhole peripheral wall, and an introduction path formed in the invert at the bottom of the manhole provided between the openings of the pipe It is a repairing device for connecting a manhole peripheral wall of a manhole and a pipe,
A holding member installed in a pipe on the one peripheral wall of the opposite manhole, a moving rod held by the holding member, a driving member for moving the moving rod forward and backward in the axial direction of the tube, and a disk connected to the moving rod. An invert cutting member, a rotating member that rotates the invert cutting member, a vertical moving member that moves the invert cutting member in the vertical direction, and a left and right direction moving member that moves in the left and right direction,
It is characterized by having
Or
The invert is cut into a substantially semicircular shape larger than the outer diameter of the opening exposed on each of the opposed manhole peripheral walls by the manhole peripheral wall and pipe connection repair device.
It is characterized by
Or
A pipe connected to each of the opposed manhole peripheral walls, an opening of the pipe exposed opposite to the inner surface of the manhole peripheral wall, and an introduction path formed in an invert at the bottom of the manhole provided between the openings of the pipe A connecting portion repairing device between the manhole peripheral wall of a manhole and a pipe,
A holding member installed in a pipe on the one peripheral wall of the opposite manhole, a moving rod held by the holding member, a driving member for moving the moving rod forward and backward in the axial direction of the tube, and a disk connected to the moving rod. An invert cutting member, a rotating member that rotates the invert cutting member, a vertical moving member that moves the invert cutting member in the vertical direction, and a left and right direction moving member that moves in the left and right direction,
A manhole peripheral wall cutting member attached in place of the invert cutting member, and
Or
By cutting the invert into a substantially semicircular shape larger than the outer diameter of each of the openings exposed on the opposing manhole peripheral walls by the connecting portion repairing device of the manhole peripheral wall and the pipe,
Next, the manhole peripheral wall is cut into a substantially circular shape larger than the outer diameter of each opening exposed to the manhole peripheral wall by a manhole peripheral wall cutting member attached instead of the invert cutting member.
It is characterized by this.

本発明によるケーブルのマンホール周壁と管との接続部補修装置及び当該補修装置を使用した補修工法によれば、たとえマンホール周壁と管との接続部下半分がインバートに埋もれているような場合にあっても、本発明の補修装置によって、インバートに埋もれている接続箇所の下半分を露出させるべくスムーズにインバートを切削でき、その後確実、迅速に接続部の補修が出来るとの優れた効果を奏する。
According to the apparatus for repairing a connection portion between a manhole peripheral wall and a pipe according to the present invention and the repair method using the repair device, even if the lower half of the connection portion between the manhole peripheral wall and the pipe is buried in an invert. However, the repair device of the present invention has an excellent effect that the invert can be cut smoothly so as to expose the lower half of the connection portion buried in the invert, and then the connection portion can be repaired reliably and quickly.

以下、本発明を実施するための最良の形態を図に基づいて説明する。   The best mode for carrying out the present invention will be described below with reference to the drawings.

図において、符号1はマンホールを示す。該マンホール1の内部は略円筒状の空間を有して形成されており、その空間の下部において対向するマンホール周壁2、2には、地中に埋設された管3の端面、すなわち開口部4がマンホール周壁2、2からマンホール1の内部に露見して形成されている。

そして、この管3の開口部4の略下半分がインバート5内に形成された断面略U字溝条をなす連通路6と連通する様形成され、もって管3と管3との間のインバート5には断面略U字溝条をなす連通路6が設けられ、管3内の流路と管3の流路とを前記連通路6で繋いだ形となっている。
In the figure, reference numeral 1 denotes a manhole. The inside of the manhole 1 is formed to have a substantially cylindrical space, and the manhole peripheral walls 2 and 2 that are opposed to each other in the lower portion of the space have end faces of the pipe 3 embedded in the ground, that is, the opening 4. Is exposed from the manhole peripheral walls 2 and 2 to the inside of the manhole 1.

The substantially lower half of the opening 4 of the tube 3 is formed so as to communicate with the communication passage 6 having a substantially U-shaped cross section formed in the invert 5, so that the invert between the tube 3 and the tube 3 is formed. 5, a communication path 6 having a substantially U-shaped cross section is provided, and the flow path in the pipe 3 and the flow path of the pipe 3 are connected by the communication path 6.

ここで、近年においては当該マンホール1のマンホール周壁2と管3との接続部につき耐震化等の理由によって補修工事を行う必要が生じている。   Here, in recent years, it has become necessary to perform repair work for reasons such as earthquake resistance at the connection portion between the manhole peripheral wall 2 and the pipe 3 of the manhole 1.

すなわち、前記マンホール周壁2の前記開口部4より大径の円状に前記開口部4を含んでマンホール周壁2を掘削し、当該掘削した大径円状の孔とその孔に接続される管3の外周面との隙間に耐震部材を介在させる補修工事が行われるのである。   That is, the manhole peripheral wall 2 is excavated in a circular shape having a larger diameter than the opening 4 of the manhole peripheral wall 2, and the excavated large diameter circular hole and the pipe 3 connected to the hole are excavated. Repair work is performed in which a seismic member is interposed in the gap with the outer peripheral surface of the steel plate.

ここで、いわゆる半剛結された管3とマンホール周壁2との接続部を耐震化するなど補修をするためには、マンホール1の内部から例えば専用の切削機械で接続部である管3の外周部を大きめに切削し、切削部分に弾性目地材などの耐震部材を充填することにより屈曲性や止水性等を確保することが好ましい。   Here, in order to repair the connection portion between the so-called semi-rigidly connected tube 3 and the manhole peripheral wall 2, the outer periphery of the tube 3, which is a connection portion, is connected from the inside of the manhole 1 with, for example, a dedicated cutting machine. It is preferable to ensure flexibility, water stoppage, and the like by cutting the portion larger and filling the cut portion with an earthquake resistant member such as an elastic joint material.

尚、マンホール1の周辺外部を開削して行う施工方法は、交通阻害の問題、周辺環境への影響及び他企業地下埋設物への影響等が考えられる。従ってこれらの課題及び経済性を考慮して、既設のマンホール1内部から管3とマンホール周壁2との接続部を切削する方式が好ましいものとなる。   In addition, the construction method performed by excavating the outer periphery of the manhole 1 may have a problem of traffic obstruction, an influence on the surrounding environment, an influence on underground facilities of other companies, and the like. Therefore, in consideration of these problems and economy, a method of cutting the connecting portion between the pipe 3 and the manhole peripheral wall 2 from the inside of the existing manhole 1 is preferable.

ここで、一般標準的な施工手順は、以下の通りである。
(仮排水工)
耐震化を実施するマンホール1の上流側管3に止水栓等を設置し、上流側マンホール1からポンプアップして排水する。
Here, the general standard construction procedure is as follows.
(Temporary drainage)
A stop cock is installed in the upstream pipe 3 of the manhole 1 for implementing earthquake resistance, and the upstream manhole 1 is pumped up and drained.

このように、仮排水は、耐震化を行う箇所の一連作業に支障となる下水を潜水ポンプ又は硬質塩化ビニル管等により仮排水する作業である。   As described above, the temporary drainage is an operation for temporarily draining sewage, which hinders a series of operations at a place where earthquake resistance is performed, using a submersible pump or a hard vinyl chloride pipe.

ここで、仮排水方法の選定は、マンホール1内の作業性を考慮し、インバート3用コンクリート養成時以外は潜水ポンプによる締切排水を標準とする。ただし、現場条件により潜水ポンプの設置等が不可能な場合は、硬質塩化ビニル管等による仮排水を選定する。   Here, the selection of the temporary drainage method takes into account the workability in the manhole 1 and the deadline drainage by the submersible pump is standard except when the concrete for Invert 3 is being trained. However, if it is not possible to install a submersible pump due to on-site conditions, temporary drainage using hard polyvinyl chloride pipes, etc. will be selected.

なお、作業中の締切排水は、地先の排水に支障が生じないように行われる。
(止水工)
次に、切削箇所からの地下水や土砂等の侵入を防ぐため、切削前にマンホール1内部から地山へ止水工を注入する。止水工は、切削箇所からの地下水や土砂等の侵入を防ぐため、切削前にマンホール1内部から地山へ止水材を注入する作業を行う。ここで、止水材は、無機系注入材(懸濁型)の材料を使用する。
(コンクリートこわし工)
例えば、マンホール1内に切削装置を設置して前記接続部を切削するのであるが、切削する際に支障となるインバート5のコンクリートを取りこわし、その取り壊したコンクリート塊をマンホール1の外部に搬出して、運搬処分しなければならない。
In addition, the deadline drainage during the work is performed so as not to disturb the drainage at the site.
(Water stoppage)
Next, in order to prevent intrusion of groundwater, earth and sand, etc. from the cutting location, a water stop is injected from the inside of the manhole 1 into the ground before cutting. The waterstop works to inject water-stopping material from the inside of the manhole 1 to the natural ground before cutting in order to prevent intrusion of groundwater or earth and sand from the cutting site. Here, an inorganic injection material (suspension type) is used as the water stop material.
(Concrete scraper)
For example, a cutting device is installed in the manhole 1 to cut the connecting portion, but the concrete of the invert 5 that disturbs the cutting is broken up, and the broken concrete block is carried out of the manhole 1. Must be transported and disposed of.

すなわち、コンクリートこわし工は、専用の切削装置をマンホール1内に設置するため、支障となるインバート3のコンクリートを例えば作業者が手作業などでとりこわし(本発明ではインバート3のコンクリートをスムーズに取り壊せるよう独自のインバート切削部材を開発した。)、マンホール1の外部に搬出する必要がある。また、発生したコンクリート塊は運搬・処分するのである。   That is, since the concrete scraper installs a dedicated cutting device in the manhole 1, the concrete of the invert 3 which becomes an obstacle is manually scraped by the operator, for example (in the present invention, the concrete of the invert 3 can be smoothly torn down. Developed a unique invert cutting member), and it is necessary to carry it out of the manhole 1. In addition, the generated concrete mass is transported and disposed of.

尚、切削装置設置に必要なインバート3のこわし深さは、切削装置(コアカット機)により異なる。
(切削工)
例えば専用の切削装置をマンホール1内に設置し、その切削装置により管3のの外周部を大きめに切削する。
(シーリング工)
さらに、前記切削箇所にバックアップ材を挿入後、弾性シーリング材を充填し目地仕上げする。
(インバート復旧工)
インバート5の部分に必要に応じて吸収ゴムブロックを設置し、更に取りこわしたインバート3の部分を復旧する。また、インバート3の表面は例えば上塗りモルタルにより仕上げる。
In addition, the incision depth of the invert 3 required for installing the cutting device varies depending on the cutting device (core cutting machine).
(Cutting worker)
For example, a dedicated cutting device is installed in the manhole 1, and the outer peripheral portion of the tube 3 is cut to be larger by the cutting device.
(Sealing work)
Further, after a backup material is inserted into the cutting portion, an elastic sealing material is filled to finish the joint.
(Invert restoration work)
If necessary, an absorbent rubber block is installed in the invert 5 portion, and the invert 3 portion that has been further removed is restored. Further, the surface of the invert 3 is finished by, for example, topcoat mortar.

しかして、本発明は前述したようにコンクリートこわし工にも大きく関連する。図5から理解されるように、マンホール周壁2に接続されている管3との接続部は、その下半分がインバート5内に埋もれており、このままではマンホール周壁2と管3との接続部を前記開口部4より大径円状の孔として該開口部4を含んでマンホール周壁2を掘削することが不可能である。   Thus, as described above, the present invention is greatly related to a concrete scraper. As can be understood from FIG. 5, the lower half of the connecting portion with the pipe 3 connected to the manhole peripheral wall 2 is buried in the invert 5, and the connecting portion between the manhole peripheral wall 2 and the pipe 3 remains as it is. It is impossible to excavate the manhole peripheral wall 2 including the opening 4 as a circular hole having a larger diameter than the opening 4.

そこで、従来はマンホール1内に例えば作業者が入り、いわゆるハツリ器具を用いてマンホール1内のインバート5をハツリ、もって、マンホール周壁2と管3との接続部を前記開口部4より大径円状の孔として該開口部4を含んでマンホール周壁2を掘削していたのである。   Therefore, conventionally, for example, an operator enters the manhole 1 and uses a so-called chipping tool to chip the invert 5 in the manhole 1 so that the connecting portion between the manhole peripheral wall 2 and the pipe 3 is larger in diameter than the opening 4. The manhole peripheral wall 2 was excavated including the opening 4 as a hole.

これに対し、本発明では前記インバート5を迅速、簡単にハツれる様に開発した。
まず、本発明では特別に構成した補修装置7を使用する(製品名:MSQ 2005「M:Machine、Method,S:Speed、Separate,Q:Quality」)。
On the other hand, in the present invention, the invert 5 was developed so as to be quick and easy.
First, a specially configured repair device 7 is used in the present invention (product name: MSQ 2005 “M: Machine, Method, S: Speed, Separate, Q: Quality”).

該補修装置7は保持部材8と移動杆9とインバート切削部材10と該インバート切削部材10を上下方向へ移動させる上下方向移動部材11とインバート切削部材10を左右方向へ移動させる左右方向移動部材12と前記インバート切削部材10を交換して取り付けることが出来るマンホール周壁切削部材13とを有して構成されている。   The repair device 7 includes a holding member 8, a moving rod 9, an invert cutting member 10, an up / down direction moving member 11 that moves the invert cutting member 10 in the up / down direction, and a left / right direction moving member 12 that moves the invert cutting member 10 in the left / right direction. And a manhole peripheral wall cutting member 13 to which the invert cutting member 10 can be replaced and attached.

しかして、該補修装置7の概略構成を説明すると共に、その設置及び使用状態につき説明すると、図1から理解されるように、一方側の管3の内部に保持部材8が設置される。   Thus, the general configuration of the repairing device 7 will be described, and its installation and use state will be described. As can be understood from FIG. 1, the holding member 8 is installed inside the pipe 3 on one side.

保持部材8は内部に中空部を有する長尺円筒状の保持部材本体14と該保持部材本体14を管3の軸心方向中心位置に固定配置する突っ張り設置部材15・・とを有して構成されている。   The holding member 8 includes a long cylindrical holding member main body 14 having a hollow portion therein and a tension installation member 15... For fixing and arranging the holding member main body 14 at the axial center position of the tube 3. Has been.

そして、長尺円筒状をなす保持部材本体14内には長尺丸棒状をなす移動杆9が管3の軸心方向へ移動可能にして挿入される。   A moving rod 9 having a long round bar shape is inserted into the holding member main body 14 having a long cylindrical shape so as to be movable in the axial direction of the tube 3.

該移動杆9の先端側には切削装置16が取り付けられており、該切削装置16の先端には略円盤状をなし、その外周端面に切削刃18を備えたインバート切削部材10が設けられている。   A cutting device 16 is attached to the distal end side of the movable rod 9, and an invert cutting member 10 having a substantially disc shape is provided at the distal end of the cutting device 16 and a cutting blade 18 is provided on the outer peripheral end surface thereof. Yes.

さらに、切削装置16には前記インバート切削部材10を管3の軸心方向へ進退移動を可能とさせる油圧シリンダ等で構成された進退移動部材17が設けられ、また前記インバート切削部材10を上下方向へ移動させるラチェットあるいはギヤなどで構成された上下方向移動部材11が、さらには前記インバート切削部材を左右方向へ確実に位置決めする左右方向移動部材12(図3参照)が設けられている。   Further, the cutting device 16 is provided with an advancing / retreating member 17 constituted by a hydraulic cylinder or the like that enables the invert cutting member 10 to advance / retreat in the axial direction of the tube 3, and the invert cutting member 10 is moved in the vertical direction. A vertical movement member 11 composed of a ratchet or a gear to be moved to the left and right, and a horizontal movement member 12 (see FIG. 3) for reliably positioning the invert cutting member in the horizontal direction are provided.

ここで、図1から理解されるように、本発明の補修装置7を設置した後、インバート切削部材10を上下方向移動部材11及び左右方向移動部材12の駆動により図1の2点鎖線19で示した位置まで切削する。   Here, as can be understood from FIG. 1, after installing the repairing device 7 of the present invention, the invert cutting member 10 is driven by the two-dot chain line 19 in FIG. 1 by driving the vertical moving member 11 and the horizontal moving member 12. Cut to the indicated position.

尚、その切削状態を図3から説明すると、図3における2点鎖線20で示した位置までとなる。   In addition, if the cutting state is demonstrated from FIG. 3, it will be to the position shown by the dashed-two dotted line 20 in FIG.

続いて、図1から理解されるように、進退移動部材17を駆動してインバート切削部材10を前方に向かい該インバート切削部材10の厚み分だけ移動させ、再度インバート切削部材10を上下方向移動部材11及び左右方向移動部材12の駆動により図1の2点鎖線19で示した位置まで切削する。   Subsequently, as can be understood from FIG. 1, the advancing / retreating member 17 is driven to move the invert cutting member 10 forward and the invert cutting member 10 by the thickness, and the invert cutting member 10 is again moved in the up / down direction moving member. 11 and the left-right direction moving member 12 are driven to cut to a position indicated by a two-dot chain line 19 in FIG.

しかして、この切削作業を繰り返し行い、対向する管3の開口部4の位置まで掘削していく(図2参照)。   Thus, this cutting operation is repeated and excavated to the position of the opening 4 of the opposing pipe 3 (see FIG. 2).

その後、該補修装置7を取り外し、前記一方側の管3に対向する他方側の管3内部に保持部材8を設置し、補修装置7を一方側の管3に向けて配置するのである。そして、インバート切削部材10を一方側の管3の開口部4の位置まで駆動させて切削していく。   Thereafter, the repair device 7 is removed, a holding member 8 is installed inside the other tube 3 facing the one tube 3, and the repair device 7 is arranged toward the one tube 3. Then, the invert cutting member 10 is driven to the position of the opening 4 of the pipe 3 on one side and is cut.

以上により、インバート5はスムーズにかつ綺麗に掘削することが出来、対向する管3の開口部4を大きく外部へ露出させることが出来るものとなる。   Thus, the invert 5 can be excavated smoothly and cleanly, and the opening 4 of the opposing pipe 3 can be greatly exposed to the outside.

続いて、当該補修装置7のインバート切削部材10をマンホール周壁切削部材13に交換し、対向するマンホール周壁2と管3との接続部を前記開口部4より大径円状の孔として該開口部4を含んでマンホール周壁2を掘削するのである。   Subsequently, the invert cutting member 10 of the repair device 7 is replaced with a manhole peripheral wall cutting member 13, and the connecting portion between the opposing manhole peripheral wall 2 and the pipe 3 is formed as a circular hole having a diameter larger than that of the opening 4. 4, the manhole peripheral wall 2 is excavated.

この切削後は、前述したように、シーリング工を行って、マンホール周壁2と管3との接続部の耐震化を完了させる。   After this cutting, as described above, a sealing work is performed to complete the earthquake resistance of the connecting portion between the manhole peripheral wall 2 and the pipe 3.

その後、補修装置7を取り外すと共に、前記シーリング工を行った側の管3に設置し直し、他方側のマンホール周壁2と管3との接続部を前記開口部4より大径円状の孔として該開口部4を含んでマンホール周壁2を掘削する。   Thereafter, the repairing device 7 is removed and installed again on the pipe 3 on the side where the sealing work has been performed, and the connection part between the manhole peripheral wall 2 and the pipe 3 on the other side is formed as a circular hole having a larger diameter than the opening 4. The manhole peripheral wall 2 including the opening 4 is excavated.

そして、その切削後は前述したシーリング工を行ない、さらに、他方側のマンホール周壁2と管3との接続部の耐震化をも完了させる。   After the cutting, the above-described sealing work is performed, and further, the seismic resistance of the connecting portion between the manhole peripheral wall 2 and the pipe 3 on the other side is completed.

しかして、その後は前記したインバートの復旧工事を行うこととなる。
After that, the invert restoration work described above will be performed.

本発明による補修装置の概略構成説明図(その1)である。It is schematic structure explanatory drawing (the 1) of the repair apparatus by this invention. 本発明による補修装置の概略構成説明図(その2)である。It is schematic structure explanatory drawing (the 2) of the repair apparatus by this invention. 本発明による補修装置の概略構成説明図(その3)である。It is schematic structure explanatory drawing (the 3) of the repair apparatus by this invention. マンホールの構成説明図(その1)である。It is composition explanatory drawing (the 1) of a manhole. マンホールの構成説明図(その2)である。It is structure explanatory drawing (the 2) of a manhole. 本発明による補修装置の概略構成説明図(その4)である。It is schematic structure explanatory drawing (the 4) of the repair apparatus by this invention. 本発明による補修装置の概略構成説明図(その5)である。It is schematic structure explanatory drawing (the 5) of the repair apparatus by this invention.

符号の説明Explanation of symbols

1 マンホール
2 マンホール周壁
3 管
4 開口部
5 インバート
6 連通路
7 補修装置
8 保持部材
9 移動杆
10 インバート切削部材
11 上下方向移動部材
12 左右方向移動部材
13 マンホール周壁切削部材
14 保持部材本体
15 突っ張り設置部材
16 切削装置
17 進退移動部材
18 切削刃
19 2点鎖線

20 2点鎖線
DESCRIPTION OF SYMBOLS 1 Manhole 2 Manhole surrounding wall 3 Pipe 4 Opening part 5 Invert 6 Communication path 7 Repair apparatus 8 Holding member 9 Moving rod 10 Invert cutting member 11 Vertical moving member 12 Left and right moving member 13 Manhole peripheral wall cutting member 14 Holding member main body 15 Member 16 Cutting device 17 Moving member
18 Cutting blade 19

20 Two-dot chain line

Claims (4)

対向するマンホール周壁に各々接続される管と、マンホール周壁内面側に各々対向して露出する管の開口部と、前記管の開口部間に設けられ、マンホール底部のインバートに形成された導入路を有するマンホールのマンホール周壁と管との接続部補修装置であって、
対向する一方側マンホール周壁の管内に設置された保持部材と該保持部材で保持される移動杆と該移動杆を管の軸方向へ進退させる駆動部材と前記移動杆に接続された円盤状をなすインバート切削部材と、該インバート切削部材を回転させる回転部材と、インバート切削部材を上下方向へ移動させる上下方向移動部材及び左右方向へ移動させる左右方向移動部材と、
を有することを特徴とするマンホール周壁と管との接続部補修装置。
A pipe connected to each of the opposed manhole peripheral walls, an opening of the pipe exposed opposite to the inner surface of the manhole peripheral wall, and an introduction path formed in the invert at the bottom of the manhole provided between the openings of the pipe It is a repairing device for connecting a manhole peripheral wall of a manhole and a pipe,
A holding member installed in a pipe on the one peripheral wall of the opposite manhole, a moving rod held by the holding member, a driving member for moving the moving rod forward and backward in the axial direction of the tube, and a disk connected to the moving rod. An invert cutting member, a rotating member that rotates the invert cutting member, a vertical moving member that moves the invert cutting member in the vertical direction, and a left and right direction moving member that moves in the left and right direction,
An apparatus for repairing a connecting portion between a manhole peripheral wall and a pipe, characterized by comprising:
請求項1に記載されたマンホール周壁と管との接続部補修装置により、前記対向するマンホール周壁に各々露出する開口部の外径より大形の略半円状に前記インバートを切削する、
ことを特徴とするマンホール周壁と管との接続部補修工法。
Cutting the invert into a substantially semicircular shape that is larger than the outer diameter of each of the openings exposed on the opposing manhole peripheral walls, by the manhole peripheral wall and pipe connecting device repairing device according to claim 1.
A method for repairing the connection part between the peripheral wall of the manhole and the pipe.
対向するマンホール周壁に各々接続される管と、マンホール周壁内面側に各々対向して露出する管の開口部と、前記管の開口部間に設けられるマンホール底部のインバートに形成された導入路を有するマンホールの前記マンホール周壁と管との接続部補修装置であって、
対向する一方側マンホール周壁の管内に設置された保持部材と該保持部材で保持される移動杆と該移動杆を管の軸方向へ進退させる駆動部材と前記移動杆に接続された円盤状をなすインバート切削部材と、該インバート切削部材を回転させる回転部材と、インバート切削部材を上下方向へ移動させる上下方向移動部材及び左右方向へ移動させる左右方向移動部材と、
前記インバート切削部材の替わりに取り付けられるマンホール周壁切削部材と、 を有することを特徴とするマンホール周壁と管との接続部補修装置。
A pipe connected to each of the opposed manhole peripheral walls, an opening of the pipe exposed opposite to the inner surface of the manhole peripheral wall, and an introduction path formed in an invert at the bottom of the manhole provided between the openings of the pipe A device for repairing a connecting portion between a manhole peripheral wall and a pipe of a manhole,
A holding member installed in a pipe on the one peripheral wall of the opposite manhole, a moving rod held by the holding member, a driving member for moving the moving rod forward and backward in the axial direction of the tube, and a disk connected to the moving rod. An invert cutting member, a rotating member that rotates the invert cutting member, a vertical moving member that moves the invert cutting member in the vertical direction, and a left and right direction moving member that moves in the left and right direction,
A manhole peripheral wall cutting member attached instead of the invert cutting member. A connection repairing device for connecting a manhole peripheral wall and a pipe.
請求項3に記載されたマンホール周壁と管との接続部補修装置により、前記対向するマンホール周壁に各々露出する開口部の外径より大形の略半円状に前記インバートを切削し、
次いで、インバート切削部材の替わりに取り付けられるマンホール周壁切削部材によりマンホール周壁に各々露出する開口部の外径より大形の略円状に該マンホール周壁を切削する、
ことを特徴とするマンホール周壁と管との接続部補修工法。
By cutting the invert into a substantially semicircular shape larger than the outer diameter of each opening exposed to the facing manhole peripheral wall by the manhole peripheral wall and pipe connecting device repairing device according to claim 3,
Next, the manhole peripheral wall is cut into a substantially circular shape larger than the outer diameter of each opening exposed to the manhole peripheral wall by a manhole peripheral wall cutting member attached instead of the invert cutting member.
A method for repairing the connection part between the peripheral wall of the manhole and the pipe.
JP2005009786A 2005-01-18 2005-01-18 Device for repairing connecting part of manhole peripheral wall and pipe and repairing construction method using the repairing device Pending JP2006200126A (en)

Priority Applications (1)

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JP2005009786A JP2006200126A (en) 2005-01-18 2005-01-18 Device for repairing connecting part of manhole peripheral wall and pipe and repairing construction method using the repairing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005009786A JP2006200126A (en) 2005-01-18 2005-01-18 Device for repairing connecting part of manhole peripheral wall and pipe and repairing construction method using the repairing device

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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008150881A (en) * 2006-12-19 2008-07-03 Nikou Sakushin Kogyo Kk Connecting part repairing device of manhole side wall and pipe, and repairing construction method using the same
KR101571824B1 (en) 2015-08-18 2015-11-25 주식회사 건룡산업 Repairing Apparatus of Cone Crusher

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008150881A (en) * 2006-12-19 2008-07-03 Nikou Sakushin Kogyo Kk Connecting part repairing device of manhole side wall and pipe, and repairing construction method using the same
JP4514159B2 (en) * 2006-12-19 2010-07-28 二幸削進工業株式会社 Repair device for repairing joints between manhole side wall and pipe and repair method using the repair device
KR101571824B1 (en) 2015-08-18 2015-11-25 주식회사 건룡산업 Repairing Apparatus of Cone Crusher

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