JP2002046181A - Lining construction equipment and lining construction method in sewer - Google Patents
Lining construction equipment and lining construction method in sewerInfo
- Publication number
- JP2002046181A JP2002046181A JP2000233318A JP2000233318A JP2002046181A JP 2002046181 A JP2002046181 A JP 2002046181A JP 2000233318 A JP2000233318 A JP 2000233318A JP 2000233318 A JP2000233318 A JP 2000233318A JP 2002046181 A JP2002046181 A JP 2002046181A
- Authority
- JP
- Japan
- Prior art keywords
- tubular body
- sewer
- shaped member
- roller
- pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Sewage (AREA)
- Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
Abstract
(57)【要約】
【課題】管渠内において、両側縁端部に接合部を有する
長尺の帯状部材Dを連続的に送り込んで螺旋状に巻回
し、相接する接合部間を嵌合により接合させて管状体E
に形成し、管状体Eの形成に伴い前記帯状部材Dの送り
込み力で回転させつつ前進させていく製管機Bにおい
て、簡易な手段を付加するだけで、帯状部材螺旋接合管
状体の外面を管渠内面によく近接させ得、しかも簡易な
施工作業でライニングできるようにする。
【解決手段】製管機Bに、回転に対する制動力を調整す
る手段を付設した。
(57) Abstract: A long strip-shaped member D having joints at both side edges is continuously fed into a pipe, spirally wound, and fitting between adjacent joints is performed. Tubular body E
In a pipe-making machine B which advances while rotating by the feeding force of the strip-shaped member D with the formation of the tubular body E, the outer surface of the strip-shaped member spirally joined tubular body is simply added by simple means. The lining can be easily brought close to the inner surface of a sewer and can be lined with simple construction work. A pipe making machine (B) is provided with means for adjusting a braking force against rotation.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、下水道、上水道、
ガス管または農業用水管等の管渠内にライニングを施す
装置及び方法に関し、特に、老朽化したこれらの管渠の
更生に有用なものである。TECHNICAL FIELD The present invention relates to a sewer system, a water system,
The present invention relates to an apparatus and a method for lining pipes such as gas pipes or agricultural water pipes, and is particularly useful for rehabilitation of these deteriorated pipes.
【0002】[0002]
【従来の技術】下水道、上水道、ガス管または農業用水
管等の管渠においては、ひび割れや腐食等による老朽管
渠を更生するために、管渠内をライニングすることが知
られており、その管渠のライニング施工装置や施工法と
して、本出願人は、「管渠内において、両側縁端部に接
合部を有する長尺の帯状部材を連続的に送り込んで螺旋
状に巻回し、相接する接合部間を嵌合により接合させて
形成する帯状部材螺旋接合管状体で管渠内をライニング
していく装置や方法」に関し、既に種々の提案をしてい
る。2. Description of the Related Art In sewers, waterworks, gas pipes, agricultural water pipes and the like, it is known to line the inside of the sewers in order to rehabilitate the old sewers due to cracking or corrosion. As an apparatus and method for lining a sewer, the applicant of the present invention states, "In a sewer, a long strip-shaped member having joints at both side edges is continuously fed, spirally wound, and connected. And a method of lining the inside of a sewer with a strip-shaped spirally joined tubular body formed by joining joints to be joined by fitting.
【0003】図5〜図8は、その提案技術の一つである
管渠内のライニング施工装置及びその装置を使用したラ
イニング施工法を示している(特開平8−200547
号公報)。図5の(イ)は管状体に形成される合成樹脂
製帯状部材D’の一例を示し、図5の(ロ)はその帯状
部材の相接する縁端部の接合状態を示している。図5に
おいて、D’は帯状部材であり、外面に一定の巾方向間
隔を隔てて長手方向のT型リブを成形し、帯状部材の一
方の縁端側のT型リブの根元に雌型係止溝j’を成形
し、帯状部材の他方の縁端側に雄型係止凸条j”を成形
してあり、図5の(ロ)に示すように、螺旋状にされた
帯状部材の相接する縁端部間が雌型係止溝j’と雄型係
止凸条j”との嵌合により接合される。FIGS. 5 to 8 show a lining construction apparatus in a pipe and a lining construction method using the apparatus, which is one of the proposed techniques (Japanese Patent Laid-Open No. 8-200547).
No.). FIG. 5A shows an example of a synthetic resin band-shaped member D ′ formed in a tubular body, and FIG. 5B shows a joined state of adjacent edges of the band-shaped member. In FIG. 5, reference numeral D 'denotes a belt-shaped member, and a T-shaped rib in the longitudinal direction is formed on the outer surface of the belt-shaped member at a constant interval in the width direction. A stop groove j 'is formed, and a male locking ridge j "is formed on the other edge side of the band-shaped member. As shown in FIG. The adjacent edges are joined by fitting the female locking groove j ′ and the male locking ridge j ″.
【0004】図6は製管機を示し、前後フレーム1
1’,12’間に所定の相互間隔でガイドローラ3’を
軸支し、外面ローラ21’と内面ローラ22’とギャボ
ックス24’と油圧モータ25’等からなる接合機構部
をフレーム1’に付設した構成である。図6において、
23’は油圧モータ25’の固定配管と油圧ホース23
1’との間を連結する回転自在継手である。この接合機
構部による帯状部材の相接する縁端部間の接合過程は、
図7に示す通りであり、外面ローラ21’と内面ローラ
22’との間に油圧モータ25’の駆動力で帯状部材
D’が螺旋状に送られ、雌型係止溝と雄型係止凸条との
嵌合により接合された帯状部材螺旋接合管状体Da’
に、最初の接合機構部に供給されてくる帯状部材D’が
嵌合接合されていく。FIG. 6 shows a tube making machine, in which front and rear frames 1 are provided.
A guide roller 3 'is pivotally supported at a predetermined mutual interval between 1' and 12 ', and a joining mechanism comprising an outer roller 21', an inner roller 22 ', a gear box 24', a hydraulic motor 25 'and the like is connected to the frame 1'. It is a configuration attached to. In FIG.
23 'is a fixed pipe of the hydraulic motor 25' and the hydraulic hose 23.
1 ′. The joining process between the adjacent edges of the band-shaped member by this joining mechanism is
As shown in FIG. 7, the belt-shaped member D 'is spirally fed by the driving force of the hydraulic motor 25' between the outer roller 21 'and the inner roller 22', and the female locking groove and the male locking are formed. Band-shaped member spirally joined tubular body Da 'joined by fitting with a ridge
Then, the belt-shaped member D 'supplied to the first joining mechanism is fitted and joined.
【0005】図8は上記のライニング施工装置を使用し
たライニング施工法を示す説明図であり、A’は管渠
を、M’は出発側マンホールを、H’は出発側マンホー
ル上に配設した帯状部材供給ドラムを、B’は前記した
製管機を、M”は到達側マンホールを、Pは到達側マン
ホール上に配設した油圧ポンプを、P’は油圧ホースを
それぞれ示している。図8中、製管機B’において、図
6に示す接合機構部2’の外面ローラ21’及び内面ロ
ーラ22’が油圧モータ25’の駆動で同調回転され、
これらのローラで帯状部材D’が製管機B’のガイドロ
ーラ3’上に送り込まれて螺旋状に巻回されていくと共
にドラムH’から製管機B’に供給されてくる帯状部材
D’の一方の縁端が図7により説明した通り、ガイドロ
ーラに螺旋状に巻回接合された先の帯状部材Da’の他
方の縁端に前記した嵌合接合構造で接合されていく。こ
の場合、油圧モータによる接合機構部の帯状部材の送り
速度とドラムからの帯状部材の供給速度とが平衡され、
その送り速度に平衡した速度で帯状部材螺旋接合管状体
が形成されていく。FIG. 8 is an explanatory view showing a lining construction method using the above lining construction apparatus, wherein A 'is disposed on a sewer, M' is disposed on a departure side manhole, and H 'is disposed on a departure side manhole. A belt-shaped member supply drum, B 'indicates the above-mentioned tube making machine, M "indicates a reaching-side manhole, P indicates a hydraulic pump disposed on the reaching-side manhole, and P' indicates a hydraulic hose. 8, in the tube making machine B ′, the outer roller 21 ′ and the inner roller 22 ′ of the joining mechanism 2 ′ shown in FIG.
With these rollers, the belt-shaped member D 'is fed onto the guide roller 3' of the tube-forming machine B 'and spirally wound, and the belt-shaped member D supplied to the tube-forming machine B' from the drum H '. As described with reference to FIG. 7, one edge of the belt-shaped member Da ′ spirally wound and joined to the guide roller is joined to the other edge of the band-shaped member Da ′ by the above-described fitting joint structure. In this case, the feed speed of the band member of the joining mechanism unit by the hydraulic motor and the supply speed of the band member from the drum are balanced,
The strip-shaped member spirally joined tubular body is formed at a speed balanced with the feed speed.
【0006】図8において、帯状部材螺旋接合管状体
E’の出発マンホール側は管渠A’内に実質的に固定さ
れており、上記油圧モータによる接合機構部の帯状部材
の送り速度をv、その送り方向を管状体周方向に対しθ
とすると、製管機B’がv及びθで規制される速度で前
進移動され、その移動に伴い帯状部材螺旋接合管状体
E’の長さが同上速度で増加されていく。また、油圧モ
ータにより前記接合機構部の外面ローラ及び内面ローラ
に加えられる駆動力が帯状部材に伝達され、ライニング
された帯状部材螺旋接合管状体がこの伝達力に対して固
定であるために製管機が回転させる。この場合、帯状部
材螺旋接合管状体の1ピッチ分の帯状部材の長さをLと
すれば、帯状部材の前記送り速度vに対し、L/v時間
で製管機が1回転させるから、製管機の回転速度はv/
L(回/時間)で与えられる。而して、図8において、
製管機B’が前進速度vcosθ、回転速度v/Lで回転前進
されていき、製管機が到達マンホールに達するとマンホ
ール間の一経間のライニング施工が実質上終了される。In FIG. 8, the starting manhole side of the spirally joined tubular member E 'is substantially fixed in the duct A', and the feed speed of the belt member of the joining mechanism by the hydraulic motor is v, The feed direction is θ with respect to the circumferential direction of the tubular body.
Then, the pipe making machine B 'is moved forward at a speed regulated by v and θ, and the length of the spirally joined tubular body E' is increased at the same speed with the movement. Further, the driving force applied to the outer roller and the inner roller of the joining mechanism by the hydraulic motor is transmitted to the belt-shaped member, and the lined spiral member spirally-bonded tubular body is fixed with respect to this transmitting force, so that the pipe-forming member is formed. The machine rotates. In this case, assuming that the length of the band member for one pitch of the band-shaped member spirally joined tubular body is L, the pipe-making machine makes one rotation in L / v time with respect to the feed speed v of the band member. The rotation speed of the tube machine is v /
It is given in L (times / hour). Thus, in FIG.
The pipe-making machine B 'is rotated forward at the forward speed vcosθ and the rotation speed v / L. When the pipe-making machine reaches the reaching manhole, the lining work between the manholes is substantially finished.
【0007】[0007]
【発明が解決しようとする課題】しかしながら、上記ラ
イニング施工装置によるライニング施工では、製管機の
回転前進移動に伴い製管機の後方にライニングされてい
く帯状部材螺旋接合管状体E’の外径が製管機B’内の
帯状部材螺旋接合管状体の外径に等しく、その管状体面
と管渠内面との間に、図6に示すように、接合機構部
2’の外面ローラ21’が配設されているために、製管
機B’内の帯状部材螺旋接合管状体の外径が管渠内径に
較べて小さくなってライニング外面と管渠内面との間に
図8に示すようにギャップΔGが残存され、そのライニ
ング内径が前記ギャップが零のときの理想のライニング
の内径に較べてかなり小さくなり、更生管渠の流路断面
積の相当の低下が避けられない。However, in the lining work by the lining work apparatus, the outer diameter of the spirally joined tubular body E 'which is lined behind the tube making machine along with the rotation and forward movement of the tube making machine. Is equal to the outer diameter of the band-shaped member spirally joined tubular body in the pipe making machine B ', and between the tubular body surface and the inner surface of the sewer, as shown in FIG. As shown in FIG. 8, the outer diameter of the spirally joined tubular body of the belt-shaped member in the pipe-making machine B ′ is smaller than the inner diameter of the sewer, so that it is located between the outer surface of the lining and the inner surface of the sewer as shown in FIG. The gap ΔG remains, and the inside diameter of the lining becomes considerably smaller than the inside diameter of the ideal lining when the gap is zero, so that a substantial reduction in the cross-sectional area of the flow passage of the rehabilitation pipe is inevitable.
【0008】そこで、本発明者等において、一経間の管
渠内を比較的短い複数区間に分け、まず第1区間の全長
に上記のようにして帯状部材螺旋接合管状体を形成し、
この第1区間前端において製管機を逆方向に回転させる
と共に後退移動させて第1区間内の帯状部材螺旋接合管
状体を逆方向捩じりにより拡径し、以後、第2区間、…
…最終区間へと順次に前記作業を繰り返していくことを
試みたが、製管機の背後の帯状部材螺旋接合管状体部分
が最初に拡径されて管渠内面に強く緊圧され、それより
も後方の帯状部材螺旋接合管状体部分に前記逆方向捩じ
り力を伝達させ得ない結果、ライニング内面の、いわゆ
る瘤玉化の発生が余儀なくされる。In view of the above, the present inventors have divided the inside of a sewer between one meridian into a plurality of relatively short sections, and first formed a spirally joined tubular member in the form of a strip-shaped member over the entire length of the first section as described above.
At the front end of the first section, the pipe making machine is rotated in the opposite direction and moved backward to expand the diameter of the helically bonded tubular member in the first section by reverse twisting, and thereafter, the second section,.
… We tried to repeat the above operation sequentially to the last section, but the band-shaped member spirally joined tubular body part behind the pipe making machine was first expanded in diameter and was strongly pressed against the inner surface of the sewer, As a result, the reverse twisting force cannot be transmitted to the rear portion of the helically joined tubular body at the rear side, so that the so-called nodules on the inner surface of the lining are inevitably generated.
【0009】本発明の目的は、管渠内において、両側縁
端部に接合部を有する長尺の帯状部材を連続的に送り込
んで螺旋状に巻回し、相接する接合部間を嵌合により接
合させて管状体に形成し、管状体の形成に伴い前記帯状
部材の送り込み力で回転させつつ前進させていく製管機
において、簡易な手段を付加するだけで、帯状部材螺旋
接合管状体の外面を管渠内面によく近接させ得、しかも
簡易な施工作業でライニングできるようにすることにあ
る。SUMMARY OF THE INVENTION It is an object of the present invention to continuously feed a long strip-shaped member having joints at both side edges in a pipe, spirally wind it, and fit the joints which are in contact with each other by fitting. Joining to form a tubular body, in the tube making machine to advance while rotating by the feeding force of the belt-like member along with the formation of the tubular body, simply by adding simple means, the spiral-jointed tubular body of the band-like member An object of the present invention is to make it possible to bring an outer surface close to an inner surface of a sewer, and to be able to perform lining by simple construction work.
【0010】[0010]
【課題を解決するための手段】本発明に係る管渠内のラ
イニング施工装置は、管渠内において、両側縁端部に接
合部を有する長尺の帯状部材を連続的に送り込んで螺旋
状に巻回し、相接する接合部間を嵌合により接合させて
管状体に形成し、管状体の形成に伴い前記帯状部材の送
り込み力で回転させつつ前進させていく製管機におい
て、前記回転に対する制動力を調整する手段を付設した
ことを特徴とする構成であり、管渠内面に対する支持ロ
ーラを設け、該支持ローラのローラ軸に前記回転に対す
る制動力を調整する手段を付設することができ、この場
合、前記回転に対する制動力を調整する手段に、ローラ
とローラ支持板との接触圧を調節する圧縮バネ、または
ローラに調節された逆方向回転力を作用させる駆動部を
用いることができる。SUMMARY OF THE INVENTION A lining construction apparatus in a sewer according to the present invention continuously spirally feeds a long strip-shaped member having joints at both side edges in the sewer. Winding, forming a tubular body by joining and joining the joining portions that are in contact with each other to form a tubular body, and in a tube making machine that advances while rotating by the feeding force of the strip-shaped member as the tubular body is formed, A configuration in which a means for adjusting the braking force is provided, a support roller for the inner surface of the sewer is provided, and a means for adjusting the braking force against the rotation can be provided on a roller shaft of the support roller. In this case, a compression spring that adjusts the contact pressure between the roller and the roller support plate, or a driving unit that applies a reverse rotational force adjusted to the roller can be used as the means for adjusting the braking force against the rotation.
【0011】本発明に係る管渠内のライニング施工法
は、上記のライニング施工装置により管渠内をライニン
グする方法であり、形成された帯状部材に前記回転に対
する制動力を調整する手段によって前記製管機の回転方
向とは逆方向の回転力を作用させることにより、形成さ
れた管状体を拡径させて管渠内面に近接させることを特
徴とする構成である。[0011] A method for lining the inside of a sewer according to the present invention is a method of lining the inside of a sewer by the above-mentioned lining construction device, and the means for adjusting a braking force against the rotation of the formed belt-like member by the above-mentioned means. The configuration is characterized in that the formed tubular body is expanded in diameter and brought closer to the inner surface of the sewer by applying a rotating force in a direction opposite to the rotating direction of the tube machine.
【0012】[0012]
【作用】図3において、回転前進中の製管機Bに対し、
逆方向回転反力m’を作用させると、既に管渠内に形成
された帯状部材螺旋接合管状体Eが回転に対し固定であ
るから、回転固定の既形成帯状部材螺旋接合管状体Eと
製管機Bとの間に逆方向回転力が作用する。また、この
逆方向回転力により、回転固定の既ライニング帯状部材
螺旋接合管状体Eと製管機Bとの間のテ−パ管状体部分
eの螺旋接合界面に生じる剪断力は、テ−パ管状体部分
eの径大端e’で最小であり、この径大端での半径を
r’、巻回角をβとすると、その最小剪断力τは、m’
cosβ≒r’τ、すなわち、[Action] In FIG.
When the reverse rotation reaction force m ′ is applied, the band-shaped member spirally joined tubular body E already formed in the pipe is fixed against rotation. A reverse rotational force acts between the pipe machine B and the pipe machine B. Also, due to the reverse rotational force, the shearing force generated at the spirally joined interface of the tapered tubular body portion e between the rotationally fixed lining strip-shaped member spirally joined tubular body E and the tube making machine B is reduced by the taper. When the radius at the large end e ′ of the tubular body portion e is minimum and the radius at the large end is r ′ and the winding angle is β, the minimum shearing force τ is m ′
cosβ ≒ r'τ, that is,
【数1】 τ≒m’cosβ/r’ (1) で与えられる。この剪断力τを帯状部材の螺旋接合界面
の摩擦拘束力fよりも大きくするように、上記逆方向回
転反力m’を設定すれば、前記の回転固定の既ライニン
グ帯状部材螺旋接合管状体と製管機との間の管状体部分
の帯状部材の螺旋接合界面に顕著にすべりが生じ、その
すべりを逃がす方向に製管機直後の帯状部材螺旋接合管
状体が変形される。而して、製管機直後の帯状部材螺旋
接合管状体が拡径されつつ管渠内面にライニングされて
いき、ライニング外面と管渠内面との間がよく近接され
てその間でのギャップ発生が防止される。Τ m′cosβ / r ′ (1) If the reverse rotational reaction force m ′ is set so that the shearing force τ is larger than the frictional binding force f at the spiral joint interface of the belt-like member, the rotationally fixed lining band-like member spirally-joined tubular body can be formed. Significant slippage occurs at the spiral joint interface of the strip-shaped member in the tubular body portion between the pipe-forming machine and the strip-shaped spirally joined tubular body immediately after the tube-forming machine in a direction in which the slip is released. Thus, the strip-shaped spirally joined tubular body immediately after the pipe making machine is lining the inner surface of the sewer while expanding in diameter, so that the outer surface of the lining and the inner surface of the sewer are brought close to each other to prevent a gap from being generated therebetween. Is done.
【0013】[0013]
【発明の実施の形態】以下、図面を参照しつつ本発明の
実施の形態について説明する。図1の(イ)は本発明に
係るライニング施工装置の一実施例を使用してのライニ
ング施工途中の状態を示す側面図、図1の(ロ)は同じ
く正面図である。図2は、図1における接合機構部の詳
細を示す拡大図である。図1において、1は円形リング
状のフレームであり、前方フレーム11と後方フレーム
12とにより構成してある。2は接合機構部であり、図
2に示すように、帯状部材外面のT型リブを受容する溝
a及び帯状部材の嵌合接合部を受容するための溝bを備
えた外面ローラ21と同接合部の内側の内面襞部を逃が
すための溝cを備えた内面ローラ22とを有し、これら
のローラをギャボックス23を介して油圧モータ25に
連結した構成(24は回転自在継手)であり、図1に示
す実施例では、角度120°の3フレーム片の1のフレ
ーム片に2組設けてある。3は帯状部材螺旋接合管状体
に対するガイドローラであり、外部ガイドローラ31と
内部ガイドローラ32の対ローラを前記の前後フレーム
11,12間に回転自在に軸支してあり、図1に示す実
施例では、上記の各接合機構部2の下流側(帯状部材の
送り込み方向を基準として)に3対づつ設けてある。前
記外部ガイドローラ31,…の少なくとも一部に、前記
の外面ローラ21と同様に溝a及びbを設けることもで
きる。また、ガイドローラ3,…の少なくとも一部を外
部ガイドローラ31または内部ガイドローラ32のみで
構成することも可能である。4は製管機Bを管渠A内に
支持するための支持ローラであり、前方フレーム11に
ローラ軸支持板41を取付け、そのローラ軸支持板41
に支持ローラ40を片持軸支し、ローラ軸支持板41か
ら突出させたロ−ラ軸端部に圧縮バネ42を装着し、螺
合式バネ押え43の螺合調節でこの圧縮バネ圧を調整し
ローラ40とローラ軸支持板41との接触摩擦力を調整
することによって、製管機Bの回転に対し所定の制動力
を作用させるようにしてある。この支持ローラ4はフレ
ーム1に周方向に等間隔で取付けてあり(図示の実施例
では、フレーム角120°に対し支持ローラを2箇あ
て)、ローラ軸支持板41を前方フレーム11に回動可
能にピン支し、前方フレーム11とローラ軸支持板41
との間にクッシヨンバネ44を介在させて管渠内面の段
差に対応できるようにしてある。上記圧縮バネ42及び
螺合式バネ押え43等からなる制動力調整手段は少なく
とも一本の支持ローラに付設すればよい。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1A is a side view showing a state in the middle of lining construction using one embodiment of the lining construction apparatus according to the present invention, and FIG. 1B is a front view thereof. FIG. 2 is an enlarged view showing details of the joining mechanism in FIG. In FIG. 1, reference numeral 1 denotes a circular ring-shaped frame, which includes a front frame 11 and a rear frame 12. Reference numeral 2 denotes a joining mechanism, which is the same as the outer roller 21 provided with a groove a for receiving a T-shaped rib on the outer surface of the band-shaped member and a groove b for receiving a fitting joint of the band-shaped member, as shown in FIG. An inner roller 22 having a groove c for releasing an inner fold inside the joint is provided, and these rollers are connected to a hydraulic motor 25 via a gear box 23 (24 is a rotatable joint). In the embodiment shown in FIG. 1, two sets are provided on one frame piece out of three frame pieces having an angle of 120 °. Reference numeral 3 denotes a guide roller for the spirally joined tubular body having a belt-like member. A pair of rollers of an external guide roller 31 and an internal guide roller 32 is rotatably supported between the front and rear frames 11 and 12, and the embodiment shown in FIG. In the example, three pairs are provided on the downstream side (based on the feeding direction of the belt-shaped member) on the downstream side of each of the joining mechanisms 2 described above. Grooves a and b can be provided on at least a part of the external guide rollers 31 in the same manner as the external roller 21. Further, at least a part of the guide rollers 3,... May be constituted only by the external guide rollers 31 or the internal guide rollers 32. Reference numeral 4 denotes a support roller for supporting the pipe-making machine B in the sewer A. A roller shaft support plate 41 is mounted on the front frame 11 and the roller shaft support plate 41 is provided.
A support roller 40 is supported by a cantilever, and a compression spring 42 is mounted on a roller shaft end protruding from the roller shaft support plate 41, and the compression spring pressure is adjusted by adjusting the screwing of a screw spring 43. By adjusting the contact frictional force between the roller 40 and the roller shaft support plate 41, a predetermined braking force is applied to the rotation of the tube making machine B. The support rollers 4 are attached to the frame 1 at equal intervals in the circumferential direction (in the illustrated embodiment, two support rollers are provided for a frame angle of 120 °), and the roller shaft support plate 41 is rotated on the front frame 11. The front frame 11 and the roller shaft support plate 41
A cushion spring 44 is interposed between the inner wall and the inner wall to cope with a step on the inner surface of the pipe. The braking force adjusting means including the compression spring 42 and the screw type spring retainer 43 may be attached to at least one support roller.
【0014】本発明に係るライニング施工装置を用いて
管渠をライニングするには、図3に示すように製管機B
を管渠A内に納め、到達側マンホール上の油圧ポンプp
により油圧ホースp’を介して製管機Bの接合機構部2
の外面ローラ21及び内面ローラ22を駆動し、出発側
マンホール上のドラムから供給されてくる帯状部材Dを
接合機構部2の外面ローラ21及び内面ローラ22で螺
旋状に送ると共に最初の接合機構部の外面ローラと内面
ローラとで既に形成された帯状部材螺旋接合管状体の縁
端の雌型係止溝に最初の接合機構部に送り込まれてくる
帯状部材の一方の縁端の雄型係止用凸条を嵌合接合し、
帯状部材の螺旋方向送り力で製管機Bを回転前進させ、
製管機Bで形成された帯状部材螺旋接合管状体Eを製管
機Bの回転前進に伴い管渠内面にライニングさせてい
く。To line a sewer using the lining construction apparatus according to the present invention, as shown in FIG.
In the sewer A, and the hydraulic pump p on the manhole on the arrival side
Mechanism 2 of the pipe making machine B via the hydraulic hose p '
The outer roller 21 and the inner roller 22 are driven, and the belt-shaped member D supplied from the drum on the starting side manhole is spirally fed by the outer roller 21 and the inner roller 22 of the bonding mechanism 2 and the first bonding mechanism is formed. The male locking of one edge of the belt-like member which is fed into the first joining mechanism into the female-type locking groove at the edge of the spirally-bonded tubular member formed by the outer roller and the inner roller. Fitting ridges
The pipe making machine B is rotated forward by the spiral feeding force of the belt-shaped member,
The belt-shaped member spirally joined tubular body E formed by the tube making machine B is lined on the inner surface of the sewer as the tube making machine B rotates forward.
【0015】この場合、接合機構部2の外面ローラ21
と内面ローラ22による螺旋方向送り力をw、その送り
角(管状体の周方向線となす角)をθ、製管機内の帯状
部材螺旋接合管状体の半径をrとすれば、前記油圧モ−
タ25による製管機Bの駆動トルクmは、In this case, the outer roller 21 of the joining mechanism 2
, And the feed angle (the angle formed by the circumferential line of the tubular body) is θ, and the radius of the spirally joined tubular body of the belt-shaped member in the pipe making machine is r, the hydraulic motor −
The driving torque m of the pipe making machine B by the
【数2】m=rwcosθ (2) で与えられる。上記支持ローラ4による圧縮バネ42の
圧縮力調整に基づく回転制動力をm’とすると、上記製
管機Bが回転する条件としてM = rwcosθ (2) Assuming that the rotational braking force based on the adjustment of the compression force of the compression spring 42 by the support roller 4 is m ′, the condition for rotating the tube making machine B is as follows.
【数3】m>m’ (3) が成立する。而るに、図3において、管渠Aの内面にラ
イニングされた帯状部材螺旋接合管状体Eは、前記製管
機Bの駆動トルクmに対し、固定であるから(ライニン
グされた帯状部材螺旋接合管状体が長くなれば、管渠と
の摩擦で固定される。帯状部材螺旋接合管状体が短い初
期段階では、帯状部材螺旋接合管状体を治具で固定して
もよい)、製管機Bとライニングされた帯状部材螺旋接
合管状体Eとの間のテーパ管状体部分eに前記の回転制
動力m’が作用し、そのテーパ管状体部分eの帯状部材
の接合界面に発生する最小剪断力τは、既述した通り、
テーパ管状体部分eの径大端e’に発生し、その個所の
半径をr’、巻回角をβとすると、M> m '(3) In FIG. 3, the strip-shaped spirally-joined tubular body E lined on the inner surface of the sewer A is fixed with respect to the driving torque m of the pipe-making machine B (the strip-lined spirally-joined strip-shaped member). If the tubular body becomes longer, it is fixed by friction with the sewer.In the initial stage when the belt-shaped spirally joined tubular body is short, the spirally joined tubular member may be fixed with a jig.) The above-mentioned rotational braking force m 'acts on the tapered tubular body portion e between the tapered tubular body portion E and the striped member spirally joined tubular body E, and the minimum shearing force generated at the joining interface of the tapered tubular body portion of the tapered tubular body portion e τ is, as described above,
It is generated at the large end e ′ of the tapered tubular body part e, and the radius at that point is r ′, and the winding angle is β,
【数4】τ≒m’cosβ/r’ (4) で与えられる。従って、帯状部材の螺旋接合界面の摩擦
拘束力、すなわち、その接合界面を相互にすべらせ得る
最小剪断力をfとすると、τ>f、すなわちΤ ≒ m′cosβ / r ′ (4) Therefore, assuming that the frictional binding force of the spiral joint interface of the belt-shaped member, that is, the minimum shearing force that can cause the joint interface to slide with each other is f, τ> f, that is,
【数5】m’cosβ/r’>f (5) を満たさせるように、前記の回転制動力m’を設定すれ
ば、製管機直後の帯状部材螺旋接合管状体eが帯状部材
の螺旋接合界面の相互すべりを逃がす方向に変形されつ
つライニングされていき、そのすべりを逃がす帯状部材
螺旋接合管状体eの変形が拡径変形に他ならないから、
回転前進中の製管機Bの後端から帯状部材螺旋接合管状
体が拡径されつつ管渠内にライニングされていく。If the rotational braking force m 'is set so that m'cosβ / r'> f (5) is satisfied, the band-shaped member spirally joined tubular body e immediately after the pipe-making machine becomes a spiral of the band-shaped member. The lining is performed while being deformed in the direction in which the mutual slip of the bonding interface is released, and the deformation of the band-shaped member helically bonded tubular body e that releases the slip is nothing less than the diameter expansion deformation.
From the rear end of the pipe-making machine B which is rotating and advancing, the band-shaped member spirally joined tubular body is lined in the pipe while expanding in diameter.
【0016】本発明に係る管渠内のライニング施工法に
よれば、上記の式(5)を確実に満たすように、支持ロ
ーラ4の圧縮バネ42の圧縮力を設定することにより、
製管機で形成した帯状部材螺旋接合管状体を管渠内面に
近接させてライニングでき、いわゆる自走式製管機によ
り容易に管渠内を充分な流路断面積の保証のもとで帯状
部材螺旋接合管状体にてライニングできる。According to the method for lining a pipe in a sewer according to the present invention, the compression force of the compression spring 42 of the support roller 4 is set so as to reliably satisfy the above equation (5).
The helical-joined tubular body formed by a tube-making machine can be lined with the tube body close to the inner surface of the culvert. It can be lined with a spirally joined tubular member.
【0017】本発明において、製管機に対する回転制動
力の付与手段は、式(3)及び式(5)を満たす回転制
動力m’を付与できるものであればよく、上記の圧縮バ
ネに限定されない。例えば、支持ローラ4のローラ40
に、調節された逆方向回転力を作用させる駆動部、例え
ば油圧モータ、電気モータをローラ軸に結合することも
できる。In the present invention, the means for applying the rotational braking force to the pipe making machine may be any as long as it can apply the rotational braking force m 'satisfying the equations (3) and (5), and is limited to the above-mentioned compression spring. Not done. For example, the roller 40 of the support roller 4
In addition, a drive unit for applying the adjusted reverse rotational force, for example, a hydraulic motor or an electric motor, may be connected to the roller shaft.
【0018】本発明に係るライニング装置には、管渠内
において、両側縁端部に接合部を有する長尺の帯状部材
を連続的に送り込んで螺旋状に巻回し、相接する接合部
間を嵌合により接合させて管状体に形成し、管状体の形
成に伴い前記帯状部材の送り込み力で回転させつつ前進
させていく公知の製管機に、回転に対する制動力を調整
する手段を付設するものも含まれる。In the lining device according to the present invention, a long strip-shaped member having joints at both side edges is continuously fed and spirally wound in a duct, and a gap between joints which are in contact with each other is formed. A means for adjusting a braking force against rotation is attached to a known pipe making machine which is formed into a tubular body by joining by fitting, and is advanced while rotating by the feeding force of the strip-shaped member as the tubular body is formed. Things are also included.
【0019】また、本発明に係るライニング装置におい
ては、管渠Aの内郭が図4に示すように四角形の場合、
その管渠A内で回転させ得る四角形の外郭にすることも
できる。更に、図4に示すように、フレーム1の外側に
ガイドローラ3を配設支持し、接合機構部2を構成する
対の外面ローラ21と内面ローラ22とを同じくフレー
ム1の外側に配設支持することもできる。Further, in the lining device according to the present invention, when the inner shell of the sewer A is square as shown in FIG.
It can also be a rectangular outer shell that can be rotated inside the sewer A. Further, as shown in FIG. 4, a guide roller 3 is disposed and supported outside the frame 1, and a pair of outer roller 21 and inner roller 22 constituting the joining mechanism 2 are disposed and supported similarly outside the frame 1. You can also.
【0020】図2に示す帯状部材Dのリブは、接合機構
部の外面ローラ及び内面ローラによる帯状部材の送りに
対し帯状部材の挫屈を防止し、かつ帯状部材螺旋接合管
状体の耐外圧強度を向上させるのに有効であり、長手方
向リブであれば、前記のT形に限定されない。図2にお
けるリップ部dは、帯状部材螺旋接合部jの水密性の補
完に有用なものであるが、省略することもできる。勿
論、嵌合接合構造は、図示のものに限定されず、適宜の
雌雄嵌合構造を使用できる。The ribs of the band-shaped member D shown in FIG. 2 prevent the band-shaped member from being buckled when the band-shaped member is fed by the outer roller and the inner roller of the joining mechanism, and the external pressure strength of the band-shaped member spirally joined tubular body. Is not limited to the T-shape as long as it is a longitudinal rib. The lip d in FIG. 2 is useful for complementing the water tightness of the band-shaped member spiral joint j, but may be omitted. Of course, the fitting and joining structure is not limited to the one shown in the figure, and an appropriate male and female fitting structure can be used.
【0021】本発明に係るライニング施工装置及びライ
ニング施工法は、下水道、上水道、ガス管または農業用
水管等の管渠内のライニングに使用でき、円形管渠の
他、四角形の管渠、例えば、ボックスカルバートのライ
ニングにも使用できる。The lining construction apparatus and lining construction method according to the present invention can be used for lining in sewers such as sewers, waterworks, gas pipes or agricultural water pipes. It can also be used for box culvert lining.
【0022】[0022]
【発明の効果】本発明に係るライニング施工装置及びラ
イニング施工法によれば、製管機で帯状部材螺旋接合管
状体を形成しつつその管状体により管渠内を、それらの
間を充分に近接させてライニングでき、老朽管渠を充分
な流路断面積を確保しつつ更生できる。また、本発明に
係るライニング施工装置においては、両側縁端部に接合
部を有する長尺の帯状部材を連続的に送り込んで螺旋状
に巻回し、相接する接合部間を嵌合により接合させて管
状体に形成し、管状体の形成に伴い前記帯状部材の送り
込み力で回転させつつ前進させていく従来の製管機に、
回転に対する制動力を調整する手段を付設するだけで構
成できるから、構造が簡易である。更に、本発明に係る
ライニング施工法においては、製管機を管渠内に自走式
で回転前進させていけばよいから、作業が簡易である。According to the lining construction apparatus and the lining construction method of the present invention, a tubular member is formed into a spirally joined tubular body with a tube-forming machine, and the tubular body is used to sufficiently bring the inside of a sewer into close proximity. It is possible to rehabilitate aging pipes while ensuring a sufficient flow path cross-sectional area. Further, in the lining construction device according to the present invention, a long belt-shaped member having a joining portion at both side edges is continuously fed and spirally wound, and the joined joining portions are joined by fitting. To form a tubular body, a conventional pipe making machine that advances while rotating by the feeding force of the strip-shaped member with the formation of the tubular body,
The structure can be simplified by simply providing a means for adjusting the braking force against rotation. Further, in the lining construction method according to the present invention, the operation is simple because the pipe-making machine only needs to be rotated and advanced into the culvert in a self-propelled manner.
【図1】本発明に係るライニング施工装置の一実施例を
示す図面である。FIG. 1 is a drawing showing one embodiment of a lining construction apparatus according to the present invention.
【図2】図1に示すライニング施工装置の接合機構部を
示す図面である。FIG. 2 is a view showing a joining mechanism of the lining construction apparatus shown in FIG. 1;
【図3】本発明に係る管渠内のライニング施工法の一実
施例を示す説明図である。FIG. 3 is an explanatory diagram showing one embodiment of a method for lining a pipe in a pipe according to the present invention.
【図4】本発明に係るライニング施工装置の別実施例の
要部を示す図面である。FIG. 4 is a drawing showing a main part of another embodiment of the lining construction apparatus according to the present invention.
【図5】管渠内のライニング施工法に使用される公知の
帯状部材を示す図面である。FIG. 5 is a view showing a known band-shaped member used for a lining method in a sewer.
【図6】従来のライニング施工装置を示す図面である。FIG. 6 is a view showing a conventional lining construction apparatus.
【図7】図6のライニング施工装置による帯状部材の管
状体形成過程を示す図面である。FIG. 7 is a view showing a process of forming a tubular body of a belt-like member by the lining construction apparatus of FIG. 6;
【図8】従来の管渠内のライニング施工法を示す説明図
である。FIG. 8 is an explanatory view showing a conventional lining method in a sewer.
1 フレーム 2 接合機構部 3 ガイドローラ 4 支持ローラ 42 圧縮バネ A 管渠 B 製管機 E 管状体 DESCRIPTION OF SYMBOLS 1 Frame 2 Joining mechanism part 3 Guide roller 4 Support roller 42 Compression spring A Conduit B Pipe mill E Tubular body
Claims (5)
する長尺の帯状部材を連続的に送り込んで螺旋状に巻回
し相接する接合部間を嵌合により接合させて管状体に形
成し、管状体の形成に伴い前記帯状部材の送り込み力で
回転させつつ前進させていく製管機において、前記回転
に対する制動力を調整する手段を付設したことを特徴と
する管渠内のライニング施工装置。1. A tubular body in which a long strip-shaped member having joints at both side edges is continuously fed into a pipe, spirally wound, and joined joints are joined by fitting. In a pipe making machine that advances while rotating by the feeding force of the strip-shaped member with the formation of the tubular body, a means for adjusting the braking force against the rotation is provided. Lining construction equipment.
該支持ローラのローラ軸に前記回転に対する制動力を調
整する手段が付設されている請求項1記載の管渠内のラ
イニング施工装置。2. A support roller for an inner surface of a sewer is provided,
2. The apparatus according to claim 1, wherein a means for adjusting a braking force against the rotation is provided on a roller shaft of the support roller.
が、ローラとローラ支持板との間の接触圧を調節する圧
縮バネである請求項2記載の管渠内のライニング施工装
置。3. The apparatus according to claim 2, wherein the means for adjusting the braking force against rotation is a compression spring for adjusting a contact pressure between a roller and a roller support plate.
が、ローラに調節された逆方向回転力を作用させる駆動
部である請求項2記載の管渠内のライニング施工装置。4. The apparatus according to claim 2, wherein the means for adjusting the braking force against the rotation is a drive unit for applying the adjusted reverse rotational force to the roller.
置により管渠内をライニングする方法であり、製管機に
より形成された管状体に前記制動力を調整する手段によ
って前記製管機の回転方向とは逆方向の回転力を作用さ
ることにより、形成された管状体を拡径させて管渠内面
に近接させることを特徴とする管渠内のライニング施工
法。5. A method for lining an inside of a sewer by the lining construction apparatus for an inside sewer according to claim 1, wherein the pipe forming machine is adjusted by means for adjusting the braking force on a tubular body formed by the tube forming machine. A lining construction method in a sewer, characterized in that the formed tubular body is expanded in diameter and brought closer to the inner surface of the sewer by applying a rotating force in a direction opposite to the rotating direction of the pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000233318A JP2002046181A (en) | 2000-08-01 | 2000-08-01 | Lining construction equipment and lining construction method in sewer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000233318A JP2002046181A (en) | 2000-08-01 | 2000-08-01 | Lining construction equipment and lining construction method in sewer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2002046181A true JP2002046181A (en) | 2002-02-12 |
Family
ID=18725853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000233318A Pending JP2002046181A (en) | 2000-08-01 | 2000-08-01 | Lining construction equipment and lining construction method in sewer |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2002046181A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007196666A (en) * | 2005-12-27 | 2007-08-09 | Adachi Kensetsu Kogyo Kk | Pipe-making device for tubular body for lining in pipe rod and method for making the same |
| KR101057865B1 (en) | 2004-08-27 | 2011-08-19 | 리플래시기술 주식회사 | Pipe mill used for lining construction method of existing pipe and the construction method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0957850A (en) * | 1995-08-18 | 1997-03-04 | Sekisui Chem Co Ltd | Lining construction method in pipe and its construction equipment |
-
2000
- 2000-08-01 JP JP2000233318A patent/JP2002046181A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0957850A (en) * | 1995-08-18 | 1997-03-04 | Sekisui Chem Co Ltd | Lining construction method in pipe and its construction equipment |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101057865B1 (en) | 2004-08-27 | 2011-08-19 | 리플래시기술 주식회사 | Pipe mill used for lining construction method of existing pipe and the construction method |
| JP2007196666A (en) * | 2005-12-27 | 2007-08-09 | Adachi Kensetsu Kogyo Kk | Pipe-making device for tubular body for lining in pipe rod and method for making the same |
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