JP6644826B2 - Construction apparatus for lining in sewer with feed roller and method of constructing lining pipe in sewer by the construction apparatus - Google Patents

Construction apparatus for lining in sewer with feed roller and method of constructing lining pipe in sewer by the construction apparatus Download PDF

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JP6644826B2
JP6644826B2 JP2018082482A JP2018082482A JP6644826B2 JP 6644826 B2 JP6644826 B2 JP 6644826B2 JP 2018082482 A JP2018082482 A JP 2018082482A JP 2018082482 A JP2018082482 A JP 2018082482A JP 6644826 B2 JP6644826 B2 JP 6644826B2
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lining
roller
feed roller
drive shaft
sewer
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JP2019188670A (en
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弘至 柴田
弘至 柴田
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足立建設工業株式会社
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Description

この発明は、管渠内において長尺の板状の帯状部材を螺旋状に捲回して管状体を形成し、自己推進(自走式)移動をもってライニング管を製管するライニング用施工装置及び施工方法に関し、更に詳しくは、両側縁部に継手が形成された帯状部材を使用し、所定の閉合形状を採る可撓性あるいは剛性の成形フレームに内面ローラと外面ローラとからなる接合機構部を配し、前記内面ローラと前記外面ローラとの挟着接合機能によって該帯状部材を螺旋状に捲回してライニング管を形成する管渠内ライニング用施工装置、及び該施工装置による管渠内のライニング管の施工方法に関する。
上記帯状部材は弾性を有する素材、あるいは塑性変形性が付与された素材が使用される。
本管渠内ライニング用施工装置において、
(A)剛性の成形フレームを使用する場合には、該成形フレームは円環状をなし、弾性帯状部材が一般に使用されるが、塑性変形性が付与された帯状部材の使用を妨げない。
(B)また、可撓性すなわち屈撓自在の成形フレームを使用する場合には、
(i)弾性帯状部材を使用し、その弾性力により成形フレームを自立保持する態様、
(ii)塑性変形性が付与された帯状部材を使用し、該成形フレームは剛性を有する所定形状の規制フレームに沿って案内子を介して移動し、当該断面形状のライニング管を得る態様、
を含む。
The present invention relates to a lining construction apparatus and construction for forming a tubular body by spirally winding a long plate-like band-shaped member in a sewer and forming the lining pipe by self-propulsion (self-propelled) movement. a method, and more particularly, using the belt-shaped member in which the joint is formed on both side edges, distribution a joining mechanism part consisting of the inner surface roller and the outer surface roller forming frame of flexible or rigid adopt a predetermined closure shape And a lining pipe lining construction device for spirally winding the band-like member to form a lining pipe by a sandwiching function of the inner roller and the outer roller, and a lining pipe in the culvert by the construction device Construction method .
A material having elasticity or a material having plastic deformability is used for the belt-shaped member.
In the construction equipment for lining inside the main sewer ,
(A) When a rigid molding frame is used, the molding frame has an annular shape, and an elastic band-shaped member is generally used, but this does not hinder the use of a plastic-deformed band-shaped member.
(B) Also, when using a flexible, ie bendable, molded frame,
(I) an embodiment in which an elastic band-shaped member is used, and the molded frame is held independently by its elastic force;
(Ii) a mode in which a band-shaped member having plastic deformability is used, and the forming frame is moved via a guide along a rigidly-regulated regulating frame having a predetermined shape to obtain a lining tube having the cross-sectional shape;
including.

本出願人は先に、特開平9−32968号公報(以下「先行技術」という)により、上記構成の管渠内ライニング用施工装置において、その接合機構部に送りローラを主体とする送り機構部を付加設置し、ライニング管の施工効率を図る提案をした。
すなわち、該先行技術によれば、
「管渠内において、両側縁部に継手が形成され連続的に供給される長尺の帯状部材を螺旋状に捲回し、相接する継手相互を係合させて形成された管状体を残置させ、前記既に形成された管状体の前方に新たに供給される帯状部材をもって管状体を付加形成するライニング施工装置であって、
剛性を有し、前記管状体の内側に配される取付けフレーム;
前記取付けフレームを介して同一円周上に所定ピッチをもって取り付けられ、前記管状体の内面に当接する複数の案内ローラ;
前記取付けフレームを介して取り付けられ、前記既に形成された管状体と新たに供給される帯状部材との閉合部位に配されるとともに帯状部材を挟着する外面ローラと内面ローラとからなる接合機構部;
を有してなり、
前記接合機構部において、その外面が最外方へ突出し、ライニング施工装置の回転方向と同一方向に回転する送りローラが回転駆動される、
ことを特徴とする管渠内ライニング用施工装置。」
を要旨とする。
この構成により次の作用を発揮する。
(a)帯状部材の閉合部位で接合機構部の外面ローラ及び内面ローラの挟着作用により相接する継手相互は係合される。外面ローラは帯状部材の外面に形成された凹溝に係合することにより、新たに供給される帯状部材とともに所定のピッチで管軸方向に前進し、接合機構部は常に閉合部位に位置する。これにより、本ライニング施工装置は全体的に公転し、帯状部材は連続的に閉合されて製管される。
(b)送りローラは管渠の壁面に接触し、その回転により壁面から反作用を受けて本ライニング用施工装置に回転力を付与し、本ライニング用施工装置の円滑な回転に寄与する。
(c)本ライニング用施工装置が管渠の内径に比べて小さい場合、送りローラは、管渠の下方部分においてのみ接触することになるが、ライニング管並びに本ライニング用施工装置の自重に対抗して、本ライニング用施工装置を円滑に回転させる。 しかして、その送り機構の具体的構成については、当該公報の図4、図5に示されるとおり(符号は当該先行技術の公報におけるもの)、該送り機構22は、箱体23の外部において第2の軸部38に固設される駆動スプロケット45、第3の軸部39に回転自在に装着されるスプロケット付き送りローラ46及びチェーン47からなるものである。
すなわち、当該送り機構によれば送りローラの駆動をチェーン(もしくはベルト)伝達を介してなすものであって、その脆弱性が指摘されるところである。
もっと言えば、近年、下水道管路の大断面化の要請を受けて、本ライニング施工装置全体の大型化ひいては重量化が検討されているが、チェーン駆動機構によっては伝達力不足、ひいてはチェーンの破断のおそれもあり、抜本的な当該送り機構の改善が期待されているものである。
更には、大型化する本ライニング用施工装置全体の大重量により、外面ローラの駆動軸(第2の軸部38)に過負荷が掛かり、該軸部38の曲げ・破損ともなり、ひいては外面ローラの回転不良、外面ローラの帯状部材との当接部位での片当たりにより、ライニング用施工装置自体の製管作用に悪影響を与えるおそれも指摘されるところである。
The present applicant previously disclosed in Japanese Patent Application Laid-Open No. 9-32968 (hereinafter referred to as “prior art”) a feed mechanism section mainly including a feed roller in a joining mechanism section of a construction apparatus for lining in a sewer having the above configuration. Was proposed to improve the efficiency of lining pipe installation.
That is, according to the prior art,
`` In the sewer, a long band-shaped member having joints formed on both side edges and continuously supplied is spirally wound, and a tubular body formed by engaging the mutually-joining joints is left. A lining construction apparatus for additionally forming a tubular body with a band-shaped member newly supplied in front of the already formed tubular body,
A rigid mounting frame disposed inside the tubular body;
A plurality of guide rollers mounted on the same circumference at a predetermined pitch via the mounting frame and abutting on the inner surface of the tubular body;
A joining mechanism portion that is attached via the attachment frame, is disposed at a closed portion between the already formed tubular body and the newly supplied band member, and includes an outer roller and an inner roller that sandwich the band member. ;
Having,
In the joining mechanism, the outer surface of the feed roller protrudes outward, and a feed roller that rotates in the same direction as the rotation direction of the lining application device is driven to rotate.
A lining construction device in a sewer . "
Is the gist.
With this configuration, the following operation is exhibited.
(A) At the closed position of the belt-shaped member, the joints that are in contact with each other by the clamping action of the outer roller and the inner roller of the joining mechanism are engaged with each other. The outer roller engages with the concave groove formed on the outer surface of the band-shaped member, and advances in the pipe axis direction at a predetermined pitch together with the newly supplied band-shaped member, so that the joining mechanism is always located at the closed position. As a result, the lining construction apparatus revolves as a whole, and the belt-shaped members are continuously closed to form a pipe.
(B) The feed roller comes into contact with the wall surface of the sewer and receives a reaction from the wall surface by the rotation thereof to apply a rotational force to the lining construction device , thereby contributing to the smooth rotation of the lining construction device .
(C) If the lining construction device is smaller than the inner diameter of the sewer, the feed roller will contact only in the lower part of the sewer, but will oppose the own weight of the lining pipe and the lining construction device. Then, the lining construction device is smoothly rotated. The specific structure of the feed mechanism is shown in FIGS. 4 and 5 of the publication (reference numerals are those in the prior art publication), and the feed mechanism 22 is located outside the box It comprises a drive sprocket 45 fixedly mounted on the second shaft 38, a feed roller 46 with a sprocket rotatably mounted on the third shaft 39, and a chain 47.
That is, according to the feed mechanism, the feed roller is driven via a chain (or belt) transmission, and its vulnerability is pointed out.
In addition, in recent years, in response to a request for a larger section of the sewer pipe, the size of the entire lining construction device and, consequently, the weight of the lining construction device have been studied. Therefore, drastic improvement of the feed mechanism is expected.
Furthermore, the heavy weight of the entire construction apparatus for the lining of large, takes overload on the drive shaft of the outer surface roller (second shaft portion 38), it will be bending or damage of the shaft portion 38, thus the outer surface roller It is pointed out that there is a possibility that the rotation failure of the roller and the one-side contact of the outer roller at the contact portion with the belt-shaped member may adversely affect the pipe-making operation of the lining construction apparatus itself.

特開平9−32968号公報JP-A-9-32968

本発明は先行技術を更に発展させたものであり、この種の帯状部材を使用する自走式螺旋捲き管渠内ライニング用施工装置において、管渠の大口径・大断面化に応え、当該施工装置の大型化・重量化に対応できる送り機構の改善を図ることを目的とする。
本発明は更に、当該施工装置を使用してなされる管渠内におけるライニング管の施工方法を得ることも他の目的とする。
The present invention is a further development of the prior art, and in a self-propelled spiral-wound culvert lining construction apparatus using this kind of band-shaped member, the construction apparatus responds to the increase in diameter and cross section of the culvert. An object of the present invention is to improve a feed mechanism that can cope with an increase in the size and weight of a device.
It is another object of the present invention to obtain a method for constructing a lining pipe in a sewer using the construction apparatus.

本発明の送りローラを備えた管渠内ライニング用施工装置及び該施工装置による管渠内におけるライニング管の施工方法は具体的には以下の構成を採る。
(第1発明)
本発明の第1は管渠内ライニング用施工装置に係り、請求項1に記載のとおり、
管渠内において、両側縁部に継手が形成され連続的に供給されるとともに、長尺の帯状部材を螺旋状に捲回し、
相接する前記継手相互を接合させて形成された管状のライニング管を残置させ、前記既に形成されたライニング管の前方に新たに供給される帯状部材をもって付加ライニング管を付加形成し、
前記既に形成されたライニング管の前端部に、剛性の箱体により保持される駆動軸に装着され、歯車の噛合により互いに逆方向に回転される内面ローラと外面ローラとからなる接合機構部を有する閉合状の成形フレームを配し、前記内面ローラと前記外面ローラとの挟着接合機能によって前記付加ライニング管を形成するライニング用施工装置において、
前記箱体において、前記外面ローラの駆動軸の外方に、かつ平行に配された送りローラ駆動軸にその外面が最外方へ突出する送りローラが配され、
前記送りローラ駆動軸は前記外面ローラの駆動軸との歯車の噛合により駆動される、
ことを特徴とする。
本第1発明は、以下の第1・第2実施形態により一層具体的に示され、かつはその実施形態により抽出される発明概念である。
Specifically, a construction apparatus for lining in a sewer provided with a feed roller according to the present invention and a method for constructing a lining pipe in a sewer by the construction apparatus have the following configuration.
(First invention)
A first aspect of the present invention relates to a construction apparatus for lining in a sewer, and as described in claim 1,
In the sewer, joints are formed on both side edges and are continuously supplied, and a long belt-like member is spirally wound,
A tubular lining pipe formed by joining the mutually adjoining joints is left, and an additional lining pipe is additionally formed with a band-shaped member newly supplied in front of the already formed lining pipe,
At the front end of the already formed lining tube, there is a joining mechanism portion comprising an inner roller and an outer roller mounted on a drive shaft held by a rigid box and rotated in opposite directions by gear engagement. In a lining construction apparatus for arranging a closed forming frame and forming the additional lining tube by a sandwiching function of the inner roller and the outer roller,
In the box, a feed roller whose outer surface protrudes outward is disposed on a feed roller drive shaft disposed outside and parallel to a drive shaft of the external roller,
The feed roller drive shaft is driven by meshing of a gear with a drive shaft of the external roller,
It is characterized by the following.
The first invention is an inventive concept that is more specifically shown by the following first and second embodiments, and is extracted by the embodiments.

上記構成において、以下の態様は適宜採択される実施の形態である。
1)送りローラにつき、
1a)該送りローラは、ライニング用施工装置の回転方向に対して、外面ローラの駆動軸の後方に配される態様。
1b)該送りローラは、ライニング用施工装置の回転方向に対して、外面ローラの駆動軸と同軸上、又は外面ローラの駆動軸の前方に配される態様。
2)成形フレームにつき、
2a)該成形フレームは屈撓自在であって、剛性を有し所定形状をなす規制フレームに沿って案内子を介して規制を受けて移動する態様。当該態様において、塑性変形性を有する帯状部材が使用される。
2b)該成形フレームは屈撓自在であって、規制フレームを使用することなく移動する態様。当該態様において、塑性変形性を有する帯状部材、あるいは弾性帯状部材が使用される。
2c)該成形フレームは円環状の剛性体である態様。当該態様において、塑性変形性を有する帯状部材、あるいは弾性帯状部材が使用される。
本発明において、外面ローラの駆動軸に装着される歯車を介して歯車相互の噛合により送りローラに駆動力を伝達する歯車機構は「送り機構」を構成する。該送り機構において、外面ローラの駆動軸に装着されるとともに送りローラに駆動力を伝達する歯車の周速度(ピッチ速度)を、接合機構部によるライニング管の形成速度よりも低速とし、送りローラの周速度を該接合機構部のライニング管の形成速度に一致させる構成を採る態様は、本発明の特徴的な一態様である。
In the above configuration, the following aspects are appropriately adopted embodiments.
1) For the feed roller,
1a) A mode in which the feed roller is disposed behind the drive shaft of the outer roller with respect to the rotation direction of the lining application device .
1b) A mode in which the feed roller is disposed coaxially with the drive shaft of the outer roller or in front of the drive shaft of the outer roller with respect to the rotation direction of the lining application device .
2) per molding frame
2a) A mode in which the molding frame is flexible and bendable and moves via a guide along a regulation frame having rigidity and a predetermined shape. In this embodiment, a belt-shaped member having plastic deformability is used.
2b) A mode in which the forming frame is flexible and moves without using a regulating frame. In this embodiment, a band-shaped member having plastic deformability or an elastic band-shaped member is used.
2c) An embodiment in which the molding frame is an annular rigid body. In this embodiment, a band-shaped member having plastic deformability or an elastic band-shaped member is used.
In the present invention, a gear mechanism that transmits a driving force to the feed roller by meshing the gears via a gear mounted on the drive shaft of the outer roller constitutes a “feed mechanism”. In the feed mechanism, the peripheral speed (pitch speed) of the gear mounted on the drive shaft of the outer roller and transmitting the driving force to the feed roller is set lower than the forming speed of the lining tube by the joining mechanism , and An aspect that adopts a configuration in which the peripheral speed is made to match the forming speed of the lining pipe of the joining mechanism is a characteristic aspect of the present invention.

(作用)
本ライニング用施工装置を既設管渠内に設置し、帯状部材を外部より供給するとともに該帯状部材を本装置の成形フレームの接合機構部を介して本ライニング用施工装置に導入する。
本ライニング用施工装置の駆動により、接合機構部における内面ローラと外面ローラとの帯状部材への挟着接合作用により所定形状のライニング管が本ライニング施工装置の進行とともに形成されてゆく。
この形成過程において、送りローラは、外面ローラの回転とは逆方向回転となり、管渠の内壁面に当接し、本施工装置に送り力を与える。
当該管渠内において、ライニング管の成形が完了すると当該管渠とライニング管との間に固結性の裏込め材が充填され、管渠のライニング施工がなされる。
しかして、送りローラの周速度を接合機構部のライニング管の形成速度に一致させる態様においては、矩形管渠の底面部の施工が円滑になされる。また、送りローラの周速度を該接合機構部のライニング管の形成速度よりも大きくなす場合には、該送りローラのいわゆる遠回り運動作用(内輪差の解消)により、円形断面管渠における円形状剛性成形フレームによる施工が円滑になされる。
(Action)
The lining construction device is installed in an existing sewer, and a belt-shaped member is supplied from outside, and the belt-shaped member is introduced into the lining construction device via a joining mechanism of a molding frame of the device .
By driving the construction equipment for the lining, lining pipe having a predetermined shape Yuku formed with the progress of the lining apparatus by clamping the bonding working to strip the inner roller and the outer surface roller in the joint mechanism unit.
In this forming process, the feed roller rotates in a direction opposite to the rotation of the outer roller, contacts the inner wall surface of the sewer, and applies a feed force to the construction apparatus.
When the forming of the lining pipe is completed in the sewer, a solid backfill material is filled between the sewer and the lining pipe, and the lining of the sewer is performed.
Thus, in a mode in which the peripheral speed of the feed roller is made to match the forming speed of the lining pipe of the joining mechanism, the construction of the bottom surface of the rectangular pipe is performed smoothly. When the peripheral speed of the feed roller is set to be higher than the forming speed of the lining tube of the joining mechanism, the circular rigidity of the circular cross-section culvert is increased by the so-called circuitous movement of the feed roller (elimination of the inner ring difference). Construction by the molding frame is performed smoothly.

(第2発明)
本発明の第2は、前記第1発明の管渠内ライニング用施工装置を使用してなされる管渠内におけるライニング管の施工方法に係り、請求項6に記載のとおり、
管渠内において、両側縁部に継手が形成され連続的に供給されるとともに、
長尺の帯状部材を螺旋状に捲回し、
相接する前記継手相互を接合させて形成された管状のライニング管を残置させ、前記既に形成されたライニング管の前方に新たに供給される帯状部材をもって付加ライニング管を付加形成し、
前記既に形成されたライニング管の前端部に、剛性の箱体により保持される駆動軸に装着され、歯車の噛合により互いに逆方向に回転される内面ローラと外面ローラとからなる接合機構部を有する閉合状の成形フレームを配し、前記内面ローラと前記外面ローラとの挟着接合機能によって前記付加ライニング管を形成するライニング用施工装置において、
前記箱体において、前記外面ローラの駆動軸の外方に、かつ平行に配された送りローラ駆動軸にその外面が最外方へ突出する送りローラが配され、前記送りローラ駆動軸は前記外面ローラの駆動軸との歯車の噛合により駆動されることを特徴とする管渠内ライニング用施工装置を使用してなされるライニング管の施工方法であって、
前記外面ローラの駆動軸に装着されるとともに前記送りローラに駆動力を伝達する歯車の噛合い速度が、前記接合機構部によるライニング管の形成速度よりも低速とされ、該送りローラの周速度は該接合機構部のライニング管の形成速度に一致する
ことを特徴とする。
本第2発明は、以下の第1実施形態により一層具体的に示され、かつはその実施形態により抽出される発明概念である。
(Second invention)
The second invention relates to a construction method of the lining tube in the first invention of the pipe culverts in the tube groove made using a lining for construction equipment, as described in claim 6,
In the sewer, joints are formed on both side edges and supplied continuously,
A long belt-like member is spirally wound,
A tubular lining pipe formed by joining the mutually adjoining joints is left, and an additional lining pipe is additionally formed with a band-shaped member newly supplied in front of the already formed lining pipe,
At the front end of the already formed lining tube, there is a joining mechanism portion comprising an inner roller and an outer roller mounted on a drive shaft held by a rigid box and rotated in opposite directions by gear engagement. In a lining construction apparatus for arranging a closed forming frame and forming the additional lining tube by a sandwiching function of the inner roller and the outer roller,
In the box, a feed roller whose outer surface protrudes outward is disposed on a feed roller drive shaft disposed outside and parallel to a drive shaft of the outer roller, and the feed roller drive shaft is provided on the outer surface. A method for constructing a lining pipe made by using a construction apparatus for lining in a sewer characterized by being driven by meshing of a gear with a drive shaft of a roller,
The meshing speed of the gear mounted on the drive shaft of the outer roller and transmitting the driving force to the feed roller is lower than the forming speed of the lining tube by the joining mechanism, and the peripheral speed of the feed roller is Coincides with the forming speed of the lining tube of the joining mechanism ,
It is characterized by the following.
The second invention is an inventive concept that is more specifically shown by the following first embodiment and is extracted by the first embodiment.

上記構成において、以下の態様は適宜採択される実施の形態である。
1)送りローラにつき、
1a)該送りローラは、ライニング用施工装置の回転方向に対して、外面ローラの駆動軸の後方に配される態様。
1b)該送りローラは、ライニング用施工装置の回転方向に対して、外面ローラの駆動軸と同軸上、又は外面ローラの駆動軸の後方に配される態様。
2)成形フレームにつき、
2a)該成形フレームは屈撓自在であって、剛性を有し所定形状をなす規制フレームに沿って案内子を介して規制を受けて移動する態様。当該態様において、塑性変形性を有する帯状部材が使用される。
2b)該成形フレームは屈撓自在であって、規制フレームを使用することなく移動する態様。当該態様において、塑性変形性を有する帯状部材、あるいは弾性帯状部材が使用される。
2c)該成形フレームは円環状の剛性体である態様。当該態様において、塑性変形性を有する帯状部材、あるいは弾性帯状部材が使用される。
In the above configuration, the following aspects are appropriately adopted embodiments.
1) For the feed roller,
1a) A mode in which the feed roller is disposed behind the drive shaft of the outer roller with respect to the rotation direction of the lining application device .
1b) A mode in which the feed roller is disposed coaxially with the drive shaft of the outer roller or behind the drive shaft of the outer roller with respect to the rotation direction of the lining application device .
2) per molding frame
2a) A mode in which the molding frame is flexible and bendable and moves via a guide along a regulation frame having rigidity and a predetermined shape. In this embodiment, a belt-shaped member having plastic deformability is used.
2b) A mode in which the forming frame is flexible and moves without using a regulating frame. In this embodiment, a band-shaped member having plastic deformability or an elastic band-shaped member is used.
2c) An embodiment in which the molding frame is an annular rigid body. In this embodiment, a band-shaped member having plastic deformability or an elastic band-shaped member is used.

(作用)
矩形断面管渠あるいは馬蹄形断面管渠において、ライニング用施工装置の駆動により、接合機構部における内面ローラと外面ローラとの帯状部材への挟着接合作用により所定形状のライニング管が本ライニング用施工装置の進行とともに形成されてゆく。
この形成過程において、送りローラは管渠の底面部の内壁面に当接し、ライニング管の形成速度に同期して本ライニング用施工装置に送り力を与える。
(Action)
In a rectangular cross-section culvert or a horseshoe cross-section culvert, the lining construction device is driven by the lining construction device, and the lining pipe of a predetermined shape is formed by the sandwiching action of the inner roller and the outer roller on the belt-shaped member in the joining mechanism. Is formed as the process progresses.
In this forming process, the feed roller comes into contact with the inner wall surface of the bottom portion of the sewer, and applies a feed force to the lining construction apparatus in synchronization with the forming speed of the lining pipe.

本発明の管渠内ライニング用施工装置によれば、送りローラはその送りローラ駆動軸が外面ローラの駆動軸と平行に独立して配されているので、該送りローラに負荷される荷重が外面ローラに影響を与えることがなく、内・外面ローラによる製管作用が円滑に行われる。
送りローラの回転力は送りローラ駆動軸と外面ローラの駆動軸との歯車相互の噛合により伝達されるので、大きな駆動力の伝達がなされ、施工装置の大型化・重量化によってもライニング管の施工が良好に行われる。
また、本発明の管渠内におけるライニング管の施工方法によれば、送りローラはライニング管の形成速度に同期して本施工装置に送り力を与えるので、矩形・馬蹄形断面管渠内における底面部での施工装置の進行が円滑になされ、ライニング管の施工が良好に行われる。
According to the construction apparatus for lining in a sewer of the present invention, since the feed roller has its feed roller drive shaft arranged independently and in parallel with the drive shaft of the outer roller, the load applied to the feed roller is reduced on the outer surface. There is no effect on the rollers, and the pipe-forming operation by the inner and outer rollers is performed smoothly.
Since the rotational force of the feed roller is transmitted by the meshing of the gears between the feed roller drive shaft and the outer roller drive shaft, a large drive force is transmitted, and the lining pipe can be constructed even if the construction equipment is made larger and heavier. Is performed well.
Further, according to the method of constructing a lining pipe in a sewer according to the present invention, the feed roller applies a feeding force to the present construction apparatus in synchronization with the forming speed of the lining pipe. Of the lining pipe is smoothly performed, and the lining pipe is satisfactorily constructed.

本発明の送りローラを備えた螺旋捲回式管渠内ライニング用施工装置の一実施形態(第1実施形態)の全体を示す正面図。BRIEF DESCRIPTION OF THE DRAWINGS The front view which shows the whole of one Embodiment (1st Embodiment) of the construction apparatus for the lining inside a spiral wound type sewer provided with the feed roller of this invention. 本ライニング用施工装置の背面図。 The rear view of this lining construction apparatus . 本ライニング用施工装置の側断面図(図1の3−3線断面図)。FIG. 3 is a side cross-sectional view (a cross-sectional view taken along line 3-3 in FIG. 1) of the lining construction device . 本ライニング用施工装置の上面図。 The top view of this lining construction apparatus . 本ライニング用施工装置における規制フレームと成形フレームとの対応図。Correspondence figure between a regulation frame and a molding frame in the lining construction apparatus . 図5の6−6線断面図。FIG. 6 is a sectional view taken along line 6-6 of FIG. 5. 成形フレームの詳細構成図(図8の7方向矢視図)。FIG. 9 is a detailed configuration diagram of a molding frame (a view in the direction of arrow 7 in FIG. 8). 成形フレームの側面構成図(図7の8方向矢視図)。FIG. 8 is a side view of the molding frame (a view as seen in the direction of arrow 8 in FIG. 7). 接合機構部の成形フレームの取付け図。FIG. 3 is an installation diagram of a molding frame of a joining mechanism. 接合機構部の正面図。The front view of a joining mechanism part. 接合機構部の構成を示す(一部送り機構部の構成を含む。)断面図(図10の11−11線断面図)。FIG. 11 is a cross-sectional view (a cross-sectional view taken along line 11-11 in FIG. 10) illustrating the configuration of the joining mechanism (including the configuration of the partial feed mechanism). 送り機構部の構成を示す断面図(図10の12−12線断面図)。FIG. 12 is a cross-sectional view (a cross-sectional view taken along line 12-12 in FIG. 10) illustrating a configuration of the feed mechanism unit. 送り機構部の構成を示す上面図(図10の13方向矢視図)。FIG. 11 is a top view showing the configuration of the feed mechanism (a view in the direction of arrow 13 in FIG. 10). 成形フレームと規制フレームとの他の態様の側面図。FIG. 7 is a side view of another embodiment of the molding frame and the regulating frame. 案内子の部分図。Partial view of a guide. 送り機構部の他の態様を示す図(図12に相当する断面図)。FIG. 13 is a diagram illustrating another mode of the feed mechanism (a cross-sectional view corresponding to FIG. 12). 管渠P内におけるライニング管の裏込め材充填施工の要領を示す管渠断面図。Sectional drawing of the sewer showing the point of the backfill filling work of the lining pipe in the sewer P. (a) 図は本発明に使用される帯状部材の一態様を示す断面図、(b) 図はこの帯状部材の接合関係を示す断面図。FIG. 1A is a cross-sectional view showing one embodiment of a belt-shaped member used in the present invention, and FIG. 本発明の他の実施形態(第2実施形態)のライニング用施工装置の全体を示す一部断面側面図。The partial section side view showing the whole lining construction device of other embodiments (2nd embodiment) of the present invention. 第2実施形態の成形フレームの正面図。The front view of the molding frame of a 2nd embodiment.

本発明の送りローラを備えた螺旋捲回式管渠内ライニング用施工装置及び該施工装置によるライニング管の施工方法の実施の形態を図面に基づいて説明する。
(第1実施形態)
図1〜図18は本発明の一実施形態(第1実施形態)を示し、当該送りローラを備えた螺旋巻き自由断面製管式の管渠内ライニング用施工装置と該ライニング用施工装置を使用してなされる矩形断面管渠内におけるライニング施工方法を示す。
すなわち、図1〜図4は本螺旋巻き自由断面製管式ライニング用施工装置(以下「施工装置」と略記する)Sの全体の概略構成を示し、図5〜図16は本施工装置Sの更に詳細な部分構成を示し、図17は施工要領を示す。また、図18は本発明に使用される帯状部材の一態様を示す。
これらの図において、Pは矩形断面をなす管渠、Rは本施工装置Sによって製管されたライニング管を示す。なお、本施工装置Sによって製管されるライニング管Rの進行方向(矢印ロ)をもって、前部、後部とする。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a spirally wound pipe lining construction apparatus provided with a feed roller of the present invention and a lining pipe construction method using the construction apparatus will be described with reference to the drawings.
(1st Embodiment)
FIGS. 1 to 18 show an embodiment (first embodiment) of the present invention, in which a helical winding free-section pipe-type pipe lining construction apparatus provided with the feed roller and the lining construction apparatus are used. The lining construction method in a rectangular cross-section culvert is shown.
That is, FIGS. 1 to 4 show a schematic configuration of the entire spiral winding free-section tubular lining construction device (hereinafter abbreviated as “construction device”) S, and FIGS. A more detailed partial configuration is shown, and FIG. 17 shows a construction procedure. FIG. 18 shows an embodiment of a belt-like member used in the present invention.
In these figures, P indicates a sewer having a rectangular cross section, and R indicates a lining pipe manufactured by the construction apparatus S. In addition, the forward direction and the rear portion are defined as the traveling direction (arrow B) of the lining pipe R formed by the construction apparatus S.

帯状部材100(図18参照)
本施工装置Sの構成の説明に先立って、本施工装置Sに適用される帯状部材について説明する。
図18は本実施形態のライニング施工装置Sに適用される帯状部材の一例を示す。
帯状部材100は本体が一定厚さの平板状をなし、その外面の長手方向に適宜数(図例では5、通常は3)の突条102が連続的に縦設される。突条102に先端部にはフランジ102aが形成される。突条102の相互間は溝104もしくは溝空間を形成する。内面106は実質的に平滑に形成される。
帯状部材100の両側には互いに内外に重合して係合する接合部100A,100Bが形成される。すなわち、前縁側接合部100Aはその前端部の突条102Aの基部が膨径され、その内面側より凹溝110が縦設され、更にこの突条102Aより張出し部112が連設される。後縁側接合部100Bは後端部の突条102Bより張出し部114が張設され、該張出し部114の端部寄りに前記前縁側接合部100Aの凹溝110に係合する凸条116が縦設される。
この帯状部材100において、中間の突条102間に金属製(通常は鋼製)の塑性変形機能材としての塑性変形材120が装着される。該塑性変形材120は長尺の金属平板を、その長手方向に連続して折り曲げて加工される。該塑性変形材120は図例の位置に限定されず、その他の位置あるいは複数箇所であってもよい。
Band member 100 (see FIG. 18)
Prior to the description of the configuration of the construction apparatus S, a belt-shaped member applied to the construction apparatus S will be described.
FIG. 18 shows an example of a belt-shaped member applied to the lining construction apparatus S of the present embodiment.
The main body of the belt-shaped member 100 has a flat plate shape with a constant thickness, and an appropriate number (five in the example, usually three) of ridges 102 are continuously provided in the longitudinal direction of the outer surface thereof. A flange 102 a is formed at the tip of the ridge 102. A groove 104 or a groove space is formed between the ridges 102. The inner surface 106 is formed substantially smooth.
Joints 100A and 100B are formed on both sides of the belt-shaped member 100 so as to overlap and engage with each other. That is, the base of the protruding ridge 102A at the front end of the front edge side joining portion 100A is expanded, the concave groove 110 is provided vertically from the inner surface side, and the protruding portion 112 is provided continuously from the protruding ridge 102A. The trailing edge side joining portion 100B has a projecting portion 114 extending from the projecting ridge 102B at the rear end, and a ridge 116 which engages with the concave groove 110 of the leading edge side joining portion 100A is formed near the end of the projecting portion 114B. Is established.
In this belt-shaped member 100, a plastically deformable material 120 as a plastically deformable functional material made of metal (usually made of steel) is mounted between the intermediate ridges 102. The plastically deformable material 120 is formed by continuously bending a long metal flat plate in the longitudinal direction. The position of the plastically deformable material 120 is not limited to the position shown in the drawing, and may be another position or a plurality of positions.

接合時において、相隣れる帯状部材100の前縁部と後縁部とが重なり合い、前縁側接合部100Aに後縁側接合部100Bが後記する接合ローラ部の外面ローラと内面ローラとの挟着作用を受けて、凹溝110内に凸条116が、また、突条102Bのフランジ102a内に張出し部112の端部がそれぞれ嵌り込み、接合される。この場合、主たる係合は凹溝110と凸条116とによりなされ、張出し部112と突条102Bとは従たる係合をなすものであり、従って、場合によっては従たる係合は省略されうる。
更に、本実施形態では張出し部112,114の当接部分にはシール材118が介装され、接合性を高める。なお、接合部100A,100Bにおける嵌合係合で十分であれば、当該シール材118を省略することができる。該帯状部材は合成樹脂の素材をもって作成され、特に成形性の観点から押出し形成により連続的に成形できる塩化ビニール(PVC)樹脂が好適である。
At the time of joining, the leading edge and the trailing edge of the adjacent belt-shaped members 100 overlap, and the trailing edge joining portion 100B sandwiches the outer roller and the inner roller of the joining roller portion described later on the leading edge joining portion 100A. In response, the ridge 116 is fitted into the groove 110, and the end of the overhang portion 112 is fitted into the flange 102a of the ridge 102B, and joined. In this case, the main engagement is performed by the concave groove 110 and the protruding ridge 116, and the overhanging portion 112 and the protruding ridge 102B make a subordinate engagement. Therefore, the subordinate engagement may be omitted in some cases. .
Further, in the present embodiment, a sealing material 118 is interposed at the abutting portions of the overhang portions 112 and 114 to enhance the joining property. If the fitting engagement at the joints 100A and 100B is sufficient, the sealing material 118 can be omitted. The belt-shaped member is made of a synthetic resin material, and in particular, a vinyl chloride (PVC) resin that can be continuously formed by extrusion from the viewpoint of moldability is preferable.

管渠内ライニング用施工装置S(図1〜図16参照)
図1〜図4に示されるように、この施工装置Sは、矩形形状をなす剛性の規制フレーム10と、外周に案内ローラ11を配し、案内子12を介して前記規制フレーム10の外周回りに移動自在に配される屈撓自在の成形フレーム13とを主体とする。該成形フレーム13の屈撓性は180°をもって外折れは自由であって、内折れは中折れ防止機構により制限される。また、該成形フレーム13には所定間隔を保って取り付けられる内面ローラ15と外面ローラ16とを主体とし、該ローラ15,16を駆動する駆動部17及び該駆動部17に送り機構Uを介して連動する送りローラ18を含む接合機構部19が固定装着され、該成形フレーム13は該接合機構部19で駆動部17からの駆動力を受けて、前記した帯状部材100を挟み付けて自転推進する。
なお、本施工装置Sにおいて、送りローラ18は送り機構部Uを介して駆動部17に連動し、外面ローラ16と逆方向に回転する。更に、本施工装置Sにおいて位置決め機構Tが付加される。
Construction equipment S for lining in sewers (see FIGS. 1 to 16)
As shown in FIGS. 1 to 4, the construction apparatus S has a rigid regulating frame 10 having a rectangular shape, and a guide roller 11 arranged on the outer periphery. And a bendable molding frame 13 which is movably disposed on the main body. The bending of the molding frame 13 is 180 ° and the outer bending is free, and the inner bending is limited by the middle bending preventing mechanism. An inner roller 15 and an outer roller 16 are attached to the molding frame 13 at a predetermined interval, and a driving unit 17 for driving the rollers 15 and 16 is provided via a feed mechanism U to the driving unit 17. A joining mechanism 19 including an interlocking feed roller 18 is fixedly mounted, and the molding frame 13 receives a driving force from the driving unit 17 at the joining mechanism 19 and sandwiches the belt-shaped member 100 to propel itself. .
In the construction apparatus S, the feed roller 18 is interlocked with the drive unit 17 via the feed mechanism unit U, and rotates in a direction opposite to the outer roller 16. Further, a positioning mechanism T is added to the construction apparatus S.

以下、図5〜図15により当該施工装置Sの細部の構成を説明する。
成形フレーム13(図5〜図9参照)
成形フレーム13は、所要の幅をもって環状体をなし、全体がリンク体21(枠部21a、軸部21b)の連なりよりなるリンク機構をもって外径方向へは屈撓自在となっており、かつ横剛性を有する。
案内ローラ11は、この成形フレーム13のリンク機構の各軸部21bに回転自在に配される。接合機構部19の駆動部17は、成形フレーム13のリンク体21の一つの取付け部21Aに装着される。
(中折れ防止機構)
リンク体21の相互は180°を基準に、外折れが可能とされるが、中折れは防止される。このため、中折れ防止機構がリンク体21の枠部21aの側面に設けられる。図8にその一例を示す。図において、22はストッパーである。
Hereinafter, referring to FIG. 5 to FIG. 15 illustrating the arrangement of a detail of the construction apparatus S.
Molding frame 13 (see FIGS. 5 to 9)
The molding frame 13 forms an annular body with a required width, and has a link mechanism composed of a series of link bodies 21 (frame portions 21a and shaft portions 21b), which can be flexibly bent in the outer diameter direction and has a horizontal structure. Has rigidity.
The guide roller 11 is rotatably disposed on each shaft portion 21b of the link mechanism of the forming frame 13. The driving section 17 of the joining mechanism section 19 is mounted on one mounting section 21A of the link body 21 of the molding frame 13.
(Center fold prevention mechanism)
The outer sides of the link bodies 21 can be bent on the basis of 180 °, but are not bent at the center. For this reason, a center fold prevention mechanism is provided on the side surface of the frame portion 21 a of the link body 21. FIG. 8 shows an example. In the figure, reference numeral 22 denotes a stopper.

案内ローラ11(図5〜図9参照)
案内ローラ11は、成形フレーム13のリンク体21の各軸部21bに回転自在に装着される。ローラ本体は硬質の合成樹脂体あるいは金属体よりなり、帯状部材100の内面に当接する。標準の案内ローラ11(11a)はリンク体21の内幅一杯の長さを有するが、接合機構部19の前方部の所要数(通常は1乃至2)の案内ローラ11(11b)は通常では帯状部材100の幅だけ後方へずらされるか、特別には短くされる(図9参照)。
Guide roller 11 (see FIGS. 5 to 9)
The guide roller 11 is rotatably mounted on each shaft portion 21 b of the link body 21 of the molding frame 13. The roller body is made of a hard synthetic resin body or a metal body, and contacts the inner surface of the belt-shaped member 100. The standard guide roller 11 (11a) has a length that is the full width of the inside of the link body 21, but the required number (usually 1 or 2) of the guide rollers 11 (11b) at the front portion of the joining mechanism 19 is usually It is shifted rearward by the width of the band-shaped member 100 or is particularly shortened (see FIG. 9).

接合機構部19(図10〜図13参照)
接合機構部19は接合ローラ部(内面ローラ15、外面ローラ16を含む)、駆動部17及び送りローラ18を備え、成形フレーム13の取付け部21Aに装着される。該接合機構部19は、内面ローラ15と外面ローラ16とが組となった接合ローラ部を主体とし、かつ、これらのローラ15,16の同期回転を図る歯車機構24を収めた箱体25、及び該箱体25に取り付けられローラ15,16の回転駆動源としての油圧モータ26を含み、接合機構部19は螺旋状に捲回される帯状部材100の接合部、すなわち当該帯状部材100が最初に閉合する位置に対応して配される。歯車機構24・箱体25及び油圧ローラ26は駆動部17を構成し、送りローラ18は送り機構Uを介して駆動部17に連動する。なお、内面ローラ15は案内ローラ11と同様に成形フレーム13のリンク体21の軸部21bに装着される。
Joining mechanism part 19 (see FIGS. 10 to 13)
The joining mechanism section 19 includes a joining roller section (including the inner roller 15 and the outer roller 16), a driving section 17, and a feed roller 18, and is mounted on the mounting section 21A of the forming frame 13. The joining mechanism section 19 is mainly composed of a joining roller section in which an inner roller 15 and an outer roller 16 are paired, and a box body 25 containing a gear mechanism 24 for synchronously rotating these rollers 15 and 16. And a hydraulic motor 26 attached to the box 25 as a rotation drive source for the rollers 15 and 16. The joining mechanism 19 is a joining portion of the spirally wound strip 100, that is, the strip 100 is initially It is arranged corresponding to the position to be closed. The gear mechanism 24, the box 25, and the hydraulic roller 26 constitute a drive unit 17, and the feed roller 18 is interlocked with the drive unit 17 via a feed mechanism U. The inner roller 15 is mounted on the shaft 21b of the link body 21 of the forming frame 13 in the same manner as the guide roller 11.

(箱体25)
箱体25は、図10に示されるように、上部分と下部分とに分かれ、上部分はピン軸p回りに開放可能とされ、閉合装置27をもって上部分を下部分へ閉合する。箱体25は上下部分にわたってその前後面により歯車機構24及び送りローラ18の軸部の保持をなす。また、箱体25の下部分において、前面部は油圧モータ26の取付け部となり、後面部は成形フレーム13の取付け部21Aのリンク体21の軸部21bに取り付けられる。
(Box 25)
As shown in FIG. 10, the box 25 is divided into an upper portion and a lower portion. The upper portion can be opened around the pin axis p, and the upper portion is closed to the lower portion by the closing device 27. The box body 25 holds the shafts of the gear mechanism 24 and the feed roller 18 by the front and rear surfaces over the upper and lower portions. In the lower part of the box 25, the front part is a mounting part of the hydraulic motor 26, and the rear part is mounted on the shaft part 21b of the link body 21 of the mounting part 21A of the forming frame 13.

(歯車機構24)
歯車機構24は、図11に示されるように、箱体25の前後壁にわたって下方より順次、回転自在に架け渡された3つの軸部29,30,31を有し、各軸部29,30,31に歯車32,33,34が固設される。そして、第2の軸部30には接合ローラ部の内面ローラ15が連結され、第3の軸部31には外面ローラ16が連結される。図示されるように、第1の軸部29の回転に対して第2軸部30は逆方向に、第3軸部31は順方向に回転し、ひいては内面ローラ15と外面ローラ16とは互いに逆回転となる。
(Gear mechanism 24)
As shown in FIG. 11, the gear mechanism 24 has three shaft portions 29, 30, 31 that are sequentially and rotatably bridged from below over the front and rear walls of the box body 25. , 31 are fixedly provided with gears 32, 33, 34. The inner roller 15 of the joining roller portion is connected to the second shaft portion 30, and the outer roller 16 is connected to the third shaft portion 31. As shown, the second shaft 30 rotates in the reverse direction and the third shaft 31 rotates in the forward direction with respect to the rotation of the first shaft 29, so that the inner roller 15 and the outer roller 16 are mutually rotated. Reverse rotation.

(送りローラ18、送り機構U)
送り機構Uは、図10、図11、図12、図13に示されるとおり、送りローラ18を主体とし、箱体25の上方部(管径の外方部)に軸支された送りローラ駆動軸36、前記第3の軸部31に固設された(内方)歯車37、前記送りローラ駆動軸36に固設されるとともに前記歯車37に噛合する(外方)歯車38からなり、当該送りローラ18は箱体25の外部に延設された送りローラ駆動軸36に固設される。
もっと詳しくは、第3の軸部31は当該送りローラ機構Uの原軸であって、送りローラ駆動軸36は従軸として該原軸31の外方、かつ該原軸31に平行に配されるとともに、接合機構部の進行方向に対して該原軸31より後方に配される。また、内方歯車37はピッチ円で小径とされ、該内方歯車37に噛み合う外方歯車38は同ピッチ円で十分に大径とされ、送りローラ18の径は外方歯車38の径よりも若干大径とされる。なお、内方歯車37のピッチ円の径は外面ローラ16が帯状部材100の突条102のフランジ102aに圧接する部位(該部位は滑りを阻止するローレット加工が施されている。)の径よりも小径とされる。
これにより、送りローラ18の周速(送り速度)は外面ローラ16の送り速度(すなわちライニング管の形成速度)と一致(同期)する。
なお、送りローラ18を含む送り機構Uの諸元の一例を以下に示す。
・内方歯車37:モジュール(m)=2.5、歯数(Z)=20、ピッチ円径(PCD)=50mm
・外方歯車38:m=2.5、Z=45、PCD=112.5mm
・送りローラ18の直径:136mm(該送りローラ18を歯車とした場合:m=4、Z=32、外径=136mmを採用)
・外面ローラ16のローレット部位の径:57mm
本実施形態の送りローラ18は、硬質(通常は鋼鉄が採用されるが、合成樹脂でも可能)の円板体を採るが、歯車状であってもよい。該歯車にあっては該送りローラの直径(外径)は歯先円直径であることは言うまでもない。
(Feed roller 18, feed mechanism U)
As shown in FIGS. 10, 11, 12, and 13, the feed mechanism U mainly includes the feed roller 18 and is driven by a feed roller that is supported by an upper portion of the box 25 (an outer portion of the pipe diameter). A shaft 36, an (inner) gear 37 fixed to the third shaft portion 31, and a (outer) gear 38 fixed to the feed roller drive shaft 36 and meshing with the gear 37. The feed roller 18 is fixed to a feed roller drive shaft 36 extending outside the box 25.
More specifically, the third shaft portion 31 is the original shaft of the feed roller mechanism U, and the feed roller drive shaft 36 is disposed outside the original shaft 31 and parallel to the original shaft 31 as a slave shaft. At the same time, it is arranged behind the original shaft 31 with respect to the traveling direction of the joining mechanism. Further, the inner gear 37 has a small diameter in a pitch circle, the outer gear 38 meshing with the inner gear 37 has a sufficiently large diameter in the same pitch circle, and the diameter of the feed roller 18 is larger than the diameter of the outer gear 38. Are also slightly larger in diameter. The diameter of the pitch circle of the inner gear 37 is larger than the diameter of a portion where the outer roller 16 is pressed against the flange 102a of the ridge 102 of the belt-shaped member 100 (this portion is knurled to prevent slippage). Is also small.
Accordingly, the peripheral speed (feed speed) of the feed roller 18 matches (synchronizes with) the feed speed of the outer roller 16 (that is, the forming speed of the lining tube).
An example of the specifications of the feed mechanism U including the feed roller 18 is shown below.
-Inner gear 37: module (m) = 2.5, number of teeth (Z) = 20, pitch circle diameter (PCD) = 50 mm
・ Outer gear 38: m = 2.5, Z = 45, PCD = 112.5mm
-Diameter of feed roller 18: 136 mm (when the feed roller 18 is a gear: m = 4, Z = 32, outer diameter = 136 mm)
・ Diameter of the knurled part of the outer roller 16: 57 mm
The feed roller 18 of the present embodiment employs a hard (usually steel, but may be a synthetic resin) disk, but may have a gear shape. Needless to say, in the gear, the diameter (outer diameter) of the feed roller is a tip circle diameter.

(油圧モータ26)
油圧モータ26は、その駆動軸を第1の軸部29に連結して箱体25の前面に取り付けられる。該油圧モータ26には、該油圧モータ26に油を送るイン側配管41aと、該油圧モータ26から油を排出するアウト側配管41bとが接続される。更に、これらの配管41は、箱体25あるいは成形フレーム13の適宜位置に取り付けられる回転継手42(図3参照)に接続され、該回転継手42には外部の圧力源に連なる配管43が接続される。この回転継手42を介することにより、回転動作を伴う油圧モータ26側の配管41bと、回転動作のない外部側配管43との間の作動流体の授受をなす。
この歯車機構24・油圧モータ26により、油圧モータ26の駆動力は第1の軸部29に伝達され、かつ、歯車機構24を介して第2・第3の軸部30,31に伝達される。
さらに又、送り機構Uにおいては、該第3の軸部(原軸)31の回転駆動力は内方歯車37を一体に回転させ、該内方歯車37に噛合する外方歯車38、送りローラ駆動軸(従軸)36を逆方向に回転させ、該送りローラ駆動軸36の回転駆動力は該従軸36の端部の送りローラ18に伝達され、結果として送りローラ18を外面ローラ16とは逆方向に回転させる。
(Hydraulic motor 26)
The hydraulic motor 26 has its drive shaft connected to the first shaft portion 29 and is mounted on the front surface of the box 25. The hydraulic motor 26 is connected to an in-side pipe 41 a for sending oil to the hydraulic motor 26 and an out-side pipe 41 b for discharging oil from the hydraulic motor 26. Further, these pipes 41 are connected to a rotary joint 42 (see FIG. 3) attached to an appropriate position of the box 25 or the molding frame 13, and a pipe 43 connected to an external pressure source is connected to the rotary joint 42. You. Through the rotary joint 42, the working fluid is exchanged between the pipe 41b on the hydraulic motor 26 side that rotates and the external pipe 43 that does not rotate.
The driving force of the hydraulic motor 26 is transmitted to the first shaft portion 29 by the gear mechanism 24 and the hydraulic motor 26, and is transmitted to the second and third shaft portions 30 and 31 via the gear mechanism 24. .
Further, in the feed mechanism U, the rotational driving force of the third shaft portion (original shaft) 31 causes the inner gear 37 to rotate integrally, the outer gear 38 meshing with the inner gear 37, the feed roller The drive shaft (slave shaft) 36 is rotated in the reverse direction, and the rotational driving force of the feed roller drive shaft 36 is transmitted to the feed roller 18 at the end of the slave shaft 36, and as a result, the feed roller 18 is Rotate in the opposite direction.

この接合機構部19のライニング管Rへの取付けは、既に形成されたライニング管Rの前端において、箱体25の上部分を開放し、外面ローラ16の輪状鍔部のピッチを帯状部材100の突条102のピッチに合致させ、しかる後、上部分を下部分に閉合し、閉合装置27を閉鎖し、そのナットを締め込んでなす。   Attachment of the joining mechanism portion 19 to the lining tube R is performed by opening the upper portion of the box 25 at the front end of the lining tube R already formed and adjusting the pitch of the annular flange portion of the outer roller 16 to the protrusion of the belt-shaped member 100. The pitch of the ridges 102 is matched, after which the upper part is closed to the lower part, the closing device 27 is closed and its nuts are tightened.

規制フレーム10及び案内子12(図5、図6参照)
(規制フレーム10)
規制フレーム10は、鋼製よりなり、大きな剛性を有し、全体形状が矩形をなす。本実施形態では中空の溝45を有する型鋼が使用され、該溝45は外方に向けて開口する。なお、該規制フレーム10は分割体をもって組み立てられる。
(案内子12)
案内子12は成形フレーム13と規制フレーム10とに介装され、成形フレーム13の移動を規制フレーム10の軌道に従って案内する。もっと詳しくは、該案内子12は2叉状をなす本体の両端において成形フレーム13の軸部21bに枢着される軸受け体46を有し、本体の中央部よりローラ保持体47が内方へ向けて延設され、該ローラ保持体47には両側にローラ48を取り付けた回転軸49を回転自在に保持する。そして、このローラ48は規制フレーム10の溝45内に装入され、その内壁に沿って移動する。
Regulatory frame 10 and guide 12 (see FIGS. 5 and 6)
(Regulation frame 10)
The restriction frame 10 is made of steel, has great rigidity, and has a rectangular overall shape. In the present embodiment, a mold steel having a hollow groove 45 is used, and the groove 45 opens outward. The restriction frame 10 is assembled with a divided body.
(Guide 12)
The guide 12 is interposed between the molding frame 13 and the regulating frame 10, and guides the movement of the molding frame 13 along the trajectory of the regulating frame 10. More specifically, the guide element 12 has a bearing 46 which is pivotally attached to the shaft 21b of the molding frame 13 at both ends of the bifurcated main body, and the roller holder 47 is inward from the center of the main body. The roller holder 47 rotatably holds a rotating shaft 49 to which rollers 48 are attached on both sides. The roller 48 is inserted into the groove 45 of the regulating frame 10 and moves along the inner wall.

図12、図13に示す案内子12Aは、先の図例とは異なる構成及び配設を採る。
先ず、成形フレーム13のリンク体21には、リンク軸部21bを挟んで相対向するリンク枠部21aの壁体にリブ51を介して軸受体が固設され、該軸受体に軸体52が挿通保持される。軸体52は比較的短尺をなし、軸受体とは軸方向移動を許し、またその両端部には抜出し阻止用のストッパー52aが装着される。
案内子本体54は2つの翼部54A,54Bよりなる蝶番型を採り、各翼部54A,54Bは端部に前記した軸体52を受け入れる端部軸受部54aを有する。また、各翼部54A,54Bの枢軸部には相互に嵌まり合う中央軸受部54b,54b’が形成され、ローラ軸55が挿通保持される。
ローラ軸55は十分に長く、中央軸受部54b,54b’とは軸方向移動を許し、またその両端部にはローラ56が回転自在に装着される。
規制フレーム10はローラ56を拘束保持する溝45を有する点は先の図例と実質的に変わりがないが、その開口は広く採られており、該開口の余裕幅をもって案内子12Aの軸移動を許す。
この案内子12Aによれば、三角形枠を構成し、先の図例の案内子12(46, 47, 48, 49)に比べ、安定的な移動作用を得ることができる。
The guide 12A shown in FIGS. 12 and 13 adopts a configuration and arrangement different from those in the above-described example.
First, a bearing body is fixed to the link body 21 of the molding frame 13 via a rib 51 on a wall body of a link frame section 21a opposed to the link shaft section 21b, and a shaft body 52 is attached to the bearing body. It is inserted and held. The shaft body 52 is relatively short, allows axial movement with respect to the bearing body, and has stoppers 52a for preventing withdrawal at both ends.
The guide body 54 has a hinge shape including two wings 54A and 54B, and each wing 54A and 54B has an end bearing 54a for receiving the shaft 52 at an end. Central bearings 54b, 54b 'are formed on the pivots of the wings 54A, 54B so as to fit each other, and the roller shaft 55 is inserted and held.
The roller shaft 55 is long enough to allow axial movement with respect to the central bearings 54b, 54b ', and rollers 56 are rotatably mounted at both ends.
The restriction frame 10 has a groove 45 for restraining and holding the roller 56, which is substantially the same as that of the above-described embodiment, but has a wide opening, and the axial movement of the guide 12A with a margin of the opening. Forgive.
According to the guide 12A, a triangular frame is formed, and a more stable moving action can be obtained as compared with the guide 12 (46, 47, 48, 49) in the above-described example.

補助ローラ機構T(図2、図3参照)
更に、本ライニング用施工装置Sは、規制フレーム10を介して補助ローラ機構Tが付加されている。
すなわち、本補助ローラ機構Tは角形状をなす規制フレーム10の隅角部の4か所に、かつ管軸方向後方にフレーム部58を介して延設されるとともに、該フレーム部58の後端に回動自在に取り付けられたローラ59を捲回直後のライニング管Rの内面を外方に押し当てられる。
Auxiliary roller mechanism T (see FIGS. 2 and 3)
Furthermore, construction apparatus S present lining, an auxiliary roller mechanism T through a regulatory frame 10 are added.
That is, the auxiliary roller mechanism T is provided at four corners of the angular regulating frame 10 and extends rearward in the tube axis direction via the frame 58, and the rear end of the frame 58 The inner surface of the lining pipe R immediately after winding the roller 59 rotatably attached to the roller is pressed outward.

本施工装置Sは以上の構成により、以下のようにライニング管が施工される。
すなわち、案内ローラ11及び接合機構部19を組み付けた成形フレーム13は、駆動部17の駆動により、管断面に対し同一位相を保つ規制フレーム10の形状に沿って周方向に進行する。このとき、接合機構部19で塑性変形性の帯状部材100は螺旋状に捲回され、矩形形状のライニング管Rを製管し、そして、送りローラ18は管渠Pの管壁に当接し、その回転をもって本施工装置Sを円滑に推進させる。更に、成形フレーム13の前進進行に伴い、規制フレーム10は案内子12を介して成形フレーム13からの押出し力を得て、成形フレーム13とともに前進進行をなす。
補助ローラ機構Tは、当接ローラ58がライニング管Rの内面に強く押し付けられ、成形フレーム13の後方の近傍位置では初期ライニング管の形状を保持する。これにより、規制フレーム10は自立保持し、成形フレーム13との供回りを引き起こすことがなく、円滑に前進する。
With this configuration, the lining pipe is constructed in the construction apparatus S as described below.
That is, the forming frame 13 in which the guide roller 11 and the joining mechanism 19 are assembled advances in the circumferential direction along the shape of the regulating frame 10 that maintains the same phase with respect to the tube cross section by driving of the driving unit 17. At this time, the plastically deformable band-shaped member 100 is spirally wound by the joining mechanism 19 to form a rectangular lining pipe R, and the feed roller 18 contacts the pipe wall of the sewer P, The rotation causes the construction apparatus S to be smoothly propelled. Further, as the forming frame 13 advances, the regulating frame 10 obtains the pushing force from the forming frame 13 via the guide 12 and advances with the forming frame 13.
In the auxiliary roller mechanism T, the contact roller 58 is strongly pressed against the inner surface of the lining tube R, and maintains the shape of the initial lining tube at a position near the rear of the forming frame 13. As a result, the regulating frame 10 is held independently and does not rotate with the forming frame 13 and smoothly advances.

ライニング施工
本管渠内ライニング用施工装置Sを使用してなされる管渠内での製管式のライニング施工工事(ライニング管の施工を含む)について説明する。
図1〜図4、図17に基づいて下水道管渠におけるライニング施工工事の概要を示す。この施工工事では矩形断面をなす下水道管渠Pへの適用例を示す。図において、Q1は上流側人孔、O1はその開口、Q2は下流側人孔、O2はその開口であり、Eは管渠Pの埋設される地盤である。本施工工事においては、上流人孔Q1側から下流人孔Q2側に向けて施工される。
地上部において、上流側には帯状部材100の繰出し装置(図示せず)が設置され、帯状部材100はこの繰出し装置により人孔の開口O1より人孔Q1内に設置された本製管装置Sに連続的に供給される。また、下流側には油圧源(図示せず)が配される。
Lining construction
The pipe-making type lining work (including the lining pipe work) in the sewer performed using the inside culvert lining construction apparatus S will be described.
The outline of the lining construction work in a sewer sewer is shown based on FIGS. 1-4 and FIG. In this construction work, an example of application to a sewer pipe P having a rectangular cross section will be described. In the figure, Q1 is an upstream manhole, O1 is its opening, Q2 is a downstream manhole, O2 is its opening, and E is the ground in which the sewer P is buried. In this construction work, the work is performed from the upstream manhole Q1 side to the downstream manhole Q2 side.
In the above-ground part, a feeding device (not shown) for the band-shaped member 100 is installed on the upstream side, and the band-shaped member 100 is installed in the manhole Q1 from the opening O1 of the human hole by the feeding device. Supplied continuously. Further, a hydraulic pressure source (not shown) is arranged on the downstream side.

管渠内のライニング施工は以下の手順に基づいてなされる。
(1) 準備並びに初動工程
(1a)準備工程
ライニング用施工装置Sは分解された状態で更生の対象となる矩形断面管渠Pの上流側人孔Q1の開口O1を介して人孔内に搬入され、人孔内において本製管装置Sを組み立てる。本施工装置Sの成形フレーム13は分解・組立て可能となっており、規制フレーム10も分割体よりなり、人孔内への搬入は容易である。更に、接合機構部19はこの成形フレーム13に取付け可能となっており、現場での取付けも容易である。送りローラ18・送り機構Uはこの接合機構部19に組み込まれたものとなっており、該送りローラ18・送り機構Uの設置は接合機構部19の組立てとともになされる。成形フレーム13は案内子12、12Aを介して規制フレーム10の拘束を受け、規制フレーム10回りに矩形状をもって配される。接合機構部19には下流側から配される油圧配管系が接続される。
(1b)補助ローラ機構Tの取付け
更にまた、本施工装置Sの規制フレーム10に補助ローラ機構Tを取り付けるとともに、規制フレーム10の各角部において、該補助ローラ機構Tの当接ローラ59を内方へ引き込んでおく。
(1c)初動工程
塑性変形材120が組み込まれた帯状部材100を人孔内に引き込み、本ライニング施工装置Sの接合機構部19に導入し、該接合機構部19の駆動により、帯状部材100を矩形をなす成形フレーム13に巻き込んでゆく。規制フレーム10の各角部したがって成形フレーム13の各角部では帯状部材100は塑性変形材120の塑性機能により直角状に折り曲げられる。帯状部材100の2回目の捲回で相接する帯状部材100はそれらの継手により接合される。帯状部材100を成形フレーム13回りに数回捲回し、ライニング管(初期ライニング管)Roを作製する。
(1d)補助ローラ機構Tの押込み
初期ライニング管Roの後端が本補助ローラ機構Tの当接ローラ58を通過した後、該補助ローラ機構Tの当接ローラ58を初期ライニング管Roの内面に強く押し当てて固定し、該初期ライニング管Roの断面形状を成形フレーム13での初期状態に保持する。
The lining construction in the sewer is performed based on the following procedure.
(1) Preparation and initial process
(1a) Preparation Step The lining construction apparatus S is disassembled and carried into the human hole through the opening O1 of the human hole Q1 on the upstream side of the rectangular cross-section culvert P to be rehabilitated. The main pipe making apparatus S is assembled. The molding frame 13 of the construction apparatus S can be disassembled and assembled, and the restriction frame 10 is also made of a divided body, so that it can be easily carried into a human hole. Further, the joining mechanism 19 can be attached to the molding frame 13, so that it can be easily attached on site. The feed roller 18 and the feed mechanism U are incorporated in the joining mechanism section 19, and the feed roller 18 and the feed mechanism U are installed together with the assembly of the joining mechanism section 19. The molding frame 13 is restrained by the regulating frame 10 via the guides 12 and 12A, and is arranged in a rectangular shape around the regulating frame 10. A hydraulic piping system arranged from the downstream side is connected to the joining mechanism 19.
(1b) Attachment of the auxiliary roller mechanism T Further, the auxiliary roller mechanism T is attached to the regulating frame 10 of the construction apparatus S, and the contact roller 59 of the auxiliary roller mechanism T is installed at each corner of the regulating frame 10. I'm going to pull in.
(1c) Initial movement step The belt-like member 100 incorporating the plastically deformable material 120 is drawn into a human hole, introduced into the joining mechanism 19 of the lining construction apparatus S, and driven by the joining mechanism 19, the belt-like member 100 is moved. It is wound into a rectangular forming frame 13. At each corner of the regulating frame 10 and thus at each corner of the forming frame 13, the band-shaped member 100 is bent at a right angle by the plastic function of the plastic deformation material 120. The band members 100 that are in contact with each other in the second winding of the band member 100 are joined by their joints. The belt-shaped member 100 is wound several times around the forming frame 13 to produce a lining tube (initial lining tube) Ro.
(1d) Pushing of the auxiliary roller mechanism T After the rear end of the initial lining pipe Ro passes through the contact roller 58 of the auxiliary roller mechanism T, the contact roller 58 of the auxiliary roller mechanism T is placed on the inner surface of the initial lining pipe Ro. The cross section of the initial lining pipe Ro is held in the initial state in the forming frame 13 by being strongly pressed and fixed.

(2) 定常工程
接合機構部19の内外面ローラ15,16の回転駆動により、内面ローラ15と外面ローラ16との挟着作用をもって、帯状部材100の閉合部において、その継手構造により開始用ライニング管Roに連なって新たに供給される帯状部材100は接合される。
更にまた、本施工装置Sの接合機構部19の駆動により、案内ローラ11及び接合機構部19を組み付けた成形フレーム13は、案内子12、12Aを介して規制フレーム10の形状に沿って進行する。規制フレーム10の角部において、接合機構部19の接合ローラ部15,16は帯状部材100を内方へ折り込む。帯状部材100は塑性変形性を有し、そのまま折り曲げ状態を保持する。また、送りローラ18は接合機構部19に連動して外面ローラ16とは逆方向に回転し、管渠Pの管壁に当接し、その回転により管壁からの反作用を受けて本装置Sを回転させる。
そして、本施工装置Sの全体は管周方向(イ方向)に回転移動し、かつ管軸方向(ロ方向)に前進する。これにより帯状部材100は螺旋状に捲回され、矩形形状のライニング管Rが製管される。
(2) Steady process The rotation of the inner and outer rollers 15 and 16 of the joining mechanism 19 causes the inner roller 15 and the outer roller 16 to be sandwiched by the rotation of the inner roller 15 and the outer roller 16. The belt-shaped member 100 newly supplied in connection with the pipe Ro is joined.
Furthermore, by driving the joining mechanism 19 of the present construction apparatus S, the forming frame 13 in which the guide roller 11 and the joining mechanism 19 are assembled advances along the shape of the regulating frame 10 via the guides 12 and 12A. . At the corners of the regulating frame 10, the joining rollers 15 and 16 of the joining mechanism 19 fold the belt-shaped member 100 inward. The belt-shaped member 100 has plastic deformability, and maintains the folded state as it is. In addition, the feed roller 18 rotates in the opposite direction to the outer roller 16 in conjunction with the joining mechanism 19, abuts against the pipe wall of the sewer P, and receives a reaction from the pipe wall due to the rotation, thereby causing the apparatus S to operate. Rotate.
The whole of the construction apparatus S is rotated and moved in the circumferential direction of the pipe (A direction), and advances in the pipe axis direction (B direction). Thus, the belt-shaped member 100 is spirally wound, and a rectangular lining tube R is manufactured.

(2a)
この工程において、送りローラ18・送り機構Uは次の作用をなす。
すなわち、接合機構部19に組み込まれた送り機構Uは、その歯車(内方歯車37、外方歯車38)の噛合により送りローラ18は外面ローラ16の回転とは逆回転となる。そして、規制フレーム10回りに移動する成形フレーム13の接合機構部19が管底(管渠Pの管底)に至ると、該送りローラ18は管渠Pの管底面に当接し、その回転により管底面からの反作用を受けて成形フレーム13ひいては本装置S全体を管渠底面に沿って移動(イ方向)させる。
このとき、送りローラ18の周回転は接合機構部19の移動速度(換言すればライニング管Rの成形速度)に同期した速度を採り、ライニング管Rの底部(及び辺部)は円滑に形成される。
(2a)
In this step, the feed roller 18 and the feed mechanism U perform the following operations.
That is, in the feed mechanism U incorporated in the joining mechanism 19, the feed roller 18 rotates in reverse to the rotation of the outer roller 16 due to the engagement of the gears (the inner gear 37 and the outer gear 38). When the joining mechanism 19 of the forming frame 13 that moves around the regulating frame 10 reaches the pipe bottom (the pipe bottom of the sewer P), the feed roller 18 abuts on the pipe bottom of the sewer P, and the rotation thereof causes Due to the reaction from the bottom of the pipe, the forming frame 13 and thus the entire apparatus S are moved (direction A) along the bottom of the pipe.
At this time, the circumferential rotation of the feed roller 18 takes a speed synchronized with the moving speed of the joining mechanism 19 (in other words, the forming speed of the lining tube R), and the bottom (and the side) of the lining tube R is formed smoothly. You.

(2b)
更に、この工程において、規制フレーム10と成形フレーム13とは、規制フレーム10に取り付けられた補助ローラ機構Tにより互いに独立して位置関係(位相)を保ち、両フレーム10,13の相互干渉すなわち供回りがなく、成形フレーム13に連動する案内子12,12Aの移動が円滑に行われる。すなわち、規制フレーム10の溝45内での案内子12,12Aの本体部及びローラ56の周方向移動につき擦れ、片当りがなく、該周方向移動は円滑になされる。
(2b)
Further, in this step, the regulating frame 10 and the forming frame 13 maintain their positional relationship (phase) independently of each other by the auxiliary roller mechanism T attached to the regulating frame 10, and the mutual interference of the frames 10 and 13, that is, There is no rotation, and the guides 12 and 12A linked to the forming frame 13 move smoothly. That is, the circumferential movement of the main body portions of the guides 12 and 12A and the roller 56 in the groove 45 of the regulating frame 10 is rubbed, and there is no contact, so that the circumferential movement is smoothly performed.

(3) ライニング管Rが下流側の人孔に到達すれば、本ライニング用施工装置Sの駆動を停止し、本施工装置Sを下流側人孔Q2を介して解体・撤去するとともに、上流側、下流側の各人孔内に突出したライニング管Rを切除する。 (3) When the lining pipe R reaches the manhole on the downstream side, the driving of the construction apparatus S for lining is stopped, and the construction apparatus S is dismantled / removed via the manhole Q2 on the downstream side and the upstream side. Then, the lining pipe R protruding into each human hole on the downstream side is cut off.

(4) ライニング管R内に、図17に示すように、該ライニング管Rに剛性を付与する支保工Hを設置し、更にはライニング管Rを次工程で実施する固結性の裏込め材Mの注入による浮力に抗して下方に押し下げる反力部材Iを設置する。
なお、支保工Hは枠体をなすとともにそれ自体で剛性を有し、ライニング管Rの内面に密接して設置され、可撓性を示すライニング管Rの変形を阻止する。また、反力部材Iは伸縮性の棒状体をなし、下端はライニング管Rの下底に当接し、上端部はライニング管Rの天井部を貫通し、上端面はライニング管Rの天井面に当接し、当該棒状体を伸長させ、その押下げ力をもってライニング管Rを下方に押し下げる。
(4) As shown in FIG. 17, a support H for providing stiffness to the lining pipe R is installed in the lining pipe R, and further, a solidified backing material for performing the lining pipe R in the next step. A reaction force member I that pushes down downward against the buoyancy caused by the injection of M is installed.
The support H forms a frame and has rigidity by itself, and is installed in close contact with the inner surface of the lining tube R to prevent deformation of the flexible lining tube R. Further, the reaction member I is an elastic rod-shaped body, the lower end of which abuts on the lower bottom of the lining pipe R, the upper end thereof penetrates the ceiling of the lining pipe R, and the upper end face is formed on the ceiling of the lining pipe R. Then, the rod-shaped body is extended, and the lining pipe R is pushed down by the pushing force.

(5) 各人孔Q1,Q2において、更に図17に示すように、管渠Pとライニング管Rとの間を密封Vし、管渠Pの全長において管渠Pとライニング管Rとの間隙部に固結性の裏込め材(いわゆるセメントミルク)Mを注入し、その固結を待って支保工H、反力部材I等を撤去し、ライニング施工工事は完了する。 (5) In each of the manholes Q1 and Q2, as shown in FIG. 17, the space between the sewer P and the lining pipe R is sealed V, and the gap between the sewer P and the lining pipe R over the entire length of the sewer P. A solid backfill material (so-called cement milk) M is injected into the portion, and after the solidification, the support H, the reaction member I, and the like are removed, and the lining construction is completed.

(実施形態の効果)
この実施の形態の送りローラ18・送り機構Uを備えた管渠内ライニング用施工装置Sによれば、送りローラ18の周回転速度が接合機構部19の内外面ローラ15・16によるライニング管Rの成形速度に同期した速度を採るものであるので、両速度のずれによるライニング管Rの形成に干渉が生ぜず、直線部におけるライニング管Rの底部(及び辺部)は円滑に形成される。
更には、送りローラ18は接合機構部19の外面ローラ16の駆動軸より駆動力を得て、歯車の噛合により駆動力が伝達されるものであり、大きな駆動力が伝達され、本施工装置の大型化・重量化に対応して円滑なライニング管Rの形成がなされる。
(Effects of the embodiment)
According to the feed roller 18, feed mechanism U for pipe culverts in lining with a device S of this embodiment, lining pipe R by the inner and outer surface roller 15, 16 of the peripheral rotational speed joining mechanism part 19 of the feed roller 18 Therefore, no interference occurs in the formation of the lining tube R due to the difference between the two speeds, and the bottom (and the side) of the lining tube R in the straight portion is formed smoothly.
Further, the feed roller 18 obtains the driving force from the driving shaft of the outer roller 16 of the joining mechanism 19, and the driving force is transmitted by the meshing of the gears. The smooth lining tube R is formed in response to the increase in size and weight.

(変形例1)(図16参照)
本実施形態の図例では送り機構Uの大分(内方歯車37、外方歯車38)を箱体25の内部に配する態様を採ったが、図16に当該部分を箱体25の外部に配する別の態様を示す。当該別態様において、先の実施形態と同等の部材については、同一の符号が付されている。
本態様において、軸31及び送りローラ駆動軸36の相対的位置関係は先の実施形態と変わりがないが、内方歯車37、外方歯車38は箱体25の外部に配され、送りローラ18は外方歯車38に所定間隔を保って相並んで配され、これにより箱体25が小型化される。
(変形例2)
本実施形態の図例では送り機構Uの送りローラ駆動軸36を軸部31より接合機構部19の進行方向に対して後方に配する態様を採ったが、当該送りローラ駆動軸36を軸部31より接合機構部19の進行方向に対して前方に配する態様、更には軸部31と同一鉛直線上に配する態様、を除外しない。
(Modification 1) (see FIG. 16)
In the illustrated example of the present embodiment, the Oita (inner gear 37, outer gear 38) of the feed mechanism U is arranged inside the box 25, but in FIG. 4 shows another embodiment of the arrangement. In the other aspect, the same reference numerals are given to members equivalent to those in the above embodiment.
In this aspect, the relative positional relationship between the shaft 31 and the feed roller drive shaft 36 is the same as in the previous embodiment, but the inner gear 37 and the outer gear 38 are disposed outside the box 25 and the feed roller 18 Are arranged side by side on the outer gear 38 at a predetermined interval, whereby the size of the box 25 is reduced.
(Modification 2)
In the illustrated example of this embodiment, the feed roller drive shaft 36 of the feed mechanism U is disposed rearward of the shaft portion 31 with respect to the traveling direction of the joining mechanism portion 19. However, the feed roller drive shaft 36 is connected to the shaft portion. A mode in which the joint mechanism 19 is disposed forward with respect to the traveling direction of the joining mechanism 19 and a mode in which the joint mechanism 19 is disposed on the same vertical line as the shaft 31 are not excluded.

(第2実施形態)
図19、図20は本発明の他の実施形態(第2実施形態)を示す。図において、先の実施形態と同一の部材については同一の符号が付されている。また、以下の説明においても、先の実施形態と同等の部材については同一の符号を使用する。本実施形態における管渠Pは円形断面を対象とする。
本第2実施形態のライニング用施工装置S1においては、成形フレーム80が剛性の円環状をなすことを特徴とする。本形態において、弾性帯状部材あるいは塑性変形性を有する帯状部材のいずれもが使用可能であるが、通常には弾性帯状部材が適用される。詳しくは、本成形フレーム80は、前後に相並ぶ環状の前端板80aと後端板80bとの間に案内ローラ11が軸支されるとともに、該成形フレーム80は複数の分割体81をもって分割され、それらの端板81a相互を当接、固定によって組み立てられる。接合機構部19は、先の実施形態と同様に内面ローラ15と外面ローラ16とからなり、成形フレーム80の前端板80aの取付け部80cに駆動部17の箱体25を固設し、成形フレーム80に一体に配される。
また、送りローラ18を駆動する送り機構Uも先の実施形態と同様に、該送りローラ18の駆動力は外面ローラ16の駆動軸から歯車相互の噛合を介して送りローラ18の駆動軸に伝達される。
(2nd Embodiment)
19 and 20 show another embodiment (second embodiment) of the present invention. In the figure, the same members as those in the previous embodiment are denoted by the same reference numerals. Also in the following description, the same reference numerals are used for members equivalent to those in the above embodiment. The sewer P in the present embodiment targets a circular cross section.
The lining construction apparatus S1 of the second embodiment is characterized in that the forming frame 80 has a rigid annular shape. In the present embodiment, either an elastic band member or a band member having plastic deformability can be used, but an elastic band member is usually applied. Specifically, in the main forming frame 80, the guide roller 11 is pivotally supported between an annular front end plate 80a and a rear end plate 80b arranged in a row in front and rear, and the forming frame 80 is divided by a plurality of divided bodies 81. The end plates 81a are assembled by abutting and fixing each other. The joining mechanism 19 comprises an inner roller 15 and an outer roller 16 as in the previous embodiment. The box 25 of the drive unit 17 is fixed to the mounting portion 80c of the front end plate 80a of the forming frame 80, and the forming frame 80 are arranged integrally.
Also, as in the previous embodiment, the feed mechanism U for driving the feed roller 18 transmits the driving force of the feed roller 18 from the drive shaft of the outer roller 16 to the drive shaft of the feed roller 18 via meshing of the gears. Is done.

ライニング施工
本施工装置S1を既設管渠P内に設置し、帯状部材100を外部より供給するとともに本施工装置S1に導入する。
本施工装置S1の駆動により、接合機構部19における内面ローラ15と外面ローラ16との帯状部材100への挟着接合作用により円環形状のライニング管Rが本施工装置S1の進行(ロ方向)とともに形成されてゆく。
この形成過程において、接合機構部19が管渠Pの下底に至るとき、更には最下底から上昇に至るとき、大きな駆動力を要するばかりでなく、本装置S1は荷重の偏心作用を受けて揺動現象を生じるが、送りローラ18はこの揺動状態を抑制し、円滑な製管作用がなされる。
更には、接合機構部19が管渠Pの最下底から上昇に至るとき、送り機構Uの歯車相互の噛合により大きな駆動力が得られ、更には送りローラ18の周速度がライニング管Rの成形速度より若干速くされることにより遠回り運動作用(内輪差の解消)を得て、成形フレーム80は円滑に回転(イ方向)し、ライニング管Rの製管作用が更に円滑になされる。
しかして、当該管渠P内において、円環状のライニング管Rの成形が完了すると当該管渠Pとライニング管Rとの間に固結性の裏込め材Mを充填する。
なお、本第2実施形態の図例では送りローラ18の配置は外面ローラ16に対し本施工装置S1の回転方向の後方に配する態様を示したが、前方に配する態様は好適なものとして採用される。
The lining construction main construction apparatus S1 is installed in the existing sewer P, and the belt-shaped member 100 is supplied from outside and introduced into the main construction apparatus S1.
By driving the construction apparatus S1, the annular lining tube R is advanced (b direction) of the annular construction R by the sandwiching and joining operation of the inner roller 15 and the outer roller 16 to the belt-shaped member 100 in the joining mechanism 19. Formed with it.
In this forming process, when the joining mechanism 19 reaches the lower bottom of the sewer P and further rises from the lowermost bottom, not only a large driving force is required, but also the device S1 is subjected to the eccentric action of the load. Although the rocking phenomenon occurs, the feed roller 18 suppresses the rocking state, and a smooth pipe-making operation is performed.
Further, when the joining mechanism 19 is raised from the lowest bottom of the pipe P, a large driving force is obtained due to the meshing of the gears of the feed mechanism U, and the peripheral speed of the feed roller 18 is reduced by the peripheral speed of the lining pipe R. By making the speed slightly higher than the forming speed, a round-trip motion action (elimination of the inner ring difference) is obtained, and the forming frame 80 rotates smoothly (direction A), so that the pipe forming action of the lining pipe R is further smoothed.
When the formation of the annular lining pipe R is completed in the culvert P, a solidified backing material M is filled between the culvert P and the lining pipe R.
In the illustrated example of the second embodiment, the feed roller 18 is arranged rearward in the rotation direction of the construction apparatus S1 with respect to the outer roller 16, but the front roller is preferably arranged in a forward direction. Adopted.

本発明は叙上の実施の形態にのみ限定されるものではなく、本発明の基本的技術思想の範囲内で種々設計変更が可能である。
すなわち、以下の態様は本発明の技術的範囲内に包含される。
1)駆動源につき、本実施形態では油圧式を採ったが、空気圧あるいは電力をもって駆動されてもよい。
2)第1実施形態のライニング用施工装置Sでは補助ローラ機構Tが付加されてなるが、省略されてもよく、本発明においては当該補助ローラ機構Tは本質的事項ではない。
The present invention is not limited to the above-described embodiments, and various design changes can be made within the scope of the basic technical concept of the present invention.
That is, the following embodiments are included in the technical scope of the present invention.
1) The drive source is of a hydraulic type in the present embodiment, but may be driven by air pressure or electric power.
2) In the lining construction apparatus S of the first embodiment, the auxiliary roller mechanism T is added, but may be omitted, and the auxiliary roller mechanism T is not essential in the present invention.

S…管渠内ライニング用施工装置、P…管渠、R…管状体(ライニング管)、U…送り機構
10…規制フレーム、11…案内ローラ、12,12A…案内子、13,80…成形フレーム、15…内面ローラ、16…外面ローラ、17…駆動機構、18…送りローラ、19…接合機構部、24…歯車機構、25…箱体、29,30,31…軸部、32,32,33…歯車、36…送りローラ駆動軸、37…内方歯車、38…外方歯車、100…帯状部材、100A, 100B…接合部(継手)、120…塑性変形材
S: Construction equipment for lining in sewer, P: Sewer , R: Tubular body (lining pipe), U: Feeding mechanism 10: Regulatory frame, 11: Guide roller, 12, 12A: Guide, 13, 80: Molding Frame, 15: inner roller, 16: outer roller, 17: drive mechanism, 18: feed roller, 19: joining mechanism, 24: gear mechanism, 25: box, 29, 30, 31: shaft, 32, 32 , 33: gear, 36: feed roller drive shaft, 37: inner gear, 38: outer gear, 100: band member, 100A, 100B: joint (joint), 120: plastic deformable material

Claims (6)

管渠内において、両側縁部に継手が形成され連続的に供給されるとともに、長尺の帯状部材を螺旋状に捲回し、
相接する前記継手相互を接合させて形成された管状のライニング管を残置させ、前記既に形成されたライニング管の前方に新たに供給される帯状部材をもって付加ライニング管を付加形成し、
前記既に形成されたライニング管の前端部に、剛性の箱体により保持される駆動軸に装着され、歯車の噛合により互いに逆方向に回転される内面ローラと外面ローラとからなる接合機構部を有する閉合状の成形フレームを配し、前記内面ローラと前記外面ローラとの挟着接合機能によって前記付加ライニング管を形成するライニング用施工装置において、
前記箱体において、前記外面ローラの駆動軸の外方に、かつ平行に配された送りローラ駆動軸にその外面が最外方へ突出する送りローラが配され、
前記送りローラ駆動軸は前記外面ローラの駆動軸との歯車の噛合により駆動される、
ことを特徴とする管渠内ライニング用施工装置
In the sewer, joints are formed on both side edges and are continuously supplied, and a long belt-like member is spirally wound,
A tubular lining pipe formed by joining the mutually adjoining joints is left, and an additional lining pipe is additionally formed with a band-shaped member newly supplied in front of the already formed lining pipe,
At the front end of the already formed lining tube, there is a joining mechanism portion comprising an inner roller and an outer roller mounted on a drive shaft held by a rigid box and rotated in opposite directions by gear engagement. In a lining construction apparatus for arranging a closed forming frame and forming the additional lining tube by a sandwiching function of the inner roller and the outer roller,
In the box, a feed roller whose outer surface protrudes outward is disposed on a feed roller drive shaft disposed outside and parallel to a drive shaft of the external roller,
The feed roller drive shaft is driven by meshing of a gear with a drive shaft of the external roller,
A lining construction device in a sewer .
送りローラは、ライニング用施工装置の回転方向に対して、外面ローラの駆動軸の後方に配される請求項1に記載の管渠内ライニング用施工装置2. The lining construction device according to claim 1, wherein the feed roller is disposed behind the drive shaft of the outer roller with respect to a rotation direction of the lining construction device . 3. 送りローラは、ライニング用施工装置の回転方向に対して、外面ローラの駆動軸と同軸上、又は外面ローラの駆動軸の前方に配される請求項1に記載の管渠内ライニング用施工装置2. The lining construction apparatus according to claim 1, wherein the feed roller is disposed coaxially with a driving shaft of the outer roller or in front of a driving shaft of the outer roller with respect to a rotation direction of the lining construction apparatus . 3. 成形フレームは屈撓自在であって、剛性を有し所定形状をなす規制フレームに沿って案内子を介して規制を受けて移動する請求項1ないし3のいずれかに記載の管渠内ライニング用施工装置4. A lining in a sewer according to any one of claims 1 to 3, wherein the forming frame is flexible and can be moved by being regulated via a guide along a rigid and rigid regulating frame . Construction equipment . 成形フレームは円環状の剛性体である請求項1ないし3のいずれかに記載の管渠内ライニング用施工装置The construction apparatus for lining in a sewer according to any one of claims 1 to 3, wherein the molding frame is an annular rigid body. 管渠内において、両側縁部に継手が形成され連続的に供給されるとともに、長尺の帯状部材を螺旋状に捲回し、
相接する前記継手相互を接合させて形成された管状のライニング管を残置させ、前記既に形成されたライニング管の前方に新たに供給される帯状部材をもって付加ライニング管を付加形成し、
前記既に形成されたライニング管の前端部に、剛性の箱体により保持される駆動軸に装着され、歯車の噛合により互いに逆方向に回転される内面ローラと外面ローラとからなる接合機構部を有する閉合状の成形フレームを配し、前記内面ローラと前記外面ローラとの挟着接合機能によって前記付加ライニング管を形成するライニング用施工装置において、
前記箱体において、前記外面ローラの駆動軸の外方に、かつ平行に配された送りローラ駆動軸にその外面が最外方へ突出する送りローラが配され、前記送りローラ駆動軸は前記外面ローラの駆動軸との歯車の噛合により駆動されることを特徴とする管渠内ライニング用施工装置を使用してなされるライニング管の施工方法であって、
前記外面ローラの駆動軸に装着されるとともに前記送りローラに駆動力を伝達する歯車の噛合い速度が、前記接合機構部によるライニング管の形成速度よりも低速とされ、該送りローラの周速度は該接合機構部のライニング管の形成速度に一致する
ことを特徴とする管渠内におけるライニング管の施工方法
In the sewer, joints are formed on both side edges and are continuously supplied, and a long belt-like member is spirally wound,
A tubular lining pipe formed by joining the mutually adjoining joints is left, and an additional lining pipe is additionally formed with a band-shaped member newly supplied in front of the already formed lining pipe,
At the front end of the already formed lining tube, there is a joining mechanism portion comprising an inner roller and an outer roller mounted on a drive shaft held by a rigid box and rotated in opposite directions by gear engagement. In a lining construction apparatus for arranging a closed forming frame and forming the additional lining tube by a sandwiching function of the inner roller and the outer roller,
In the box, a feed roller whose outer surface protrudes outward is disposed on a feed roller drive shaft disposed outside and parallel to a drive shaft of the outer roller, and the feed roller drive shaft is provided on the outer surface. a construction method for lining pipe made using the construction system for the pipe culvert lining, characterized in that it is driven by the meshing of the gears of the drive shaft of the roller,
The meshing speed of the gear mounted on the drive shaft of the outer roller and transmitting the driving force to the feed roller is lower than the forming speed of the lining tube by the joining mechanism, and the peripheral speed of the feed roller is Coincides with the forming speed of the lining tube of the joining mechanism ,
A method for constructing a lining pipe in a sewer characterized by the following.
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