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JP4601559B2 - Saya tube propulsion method - Google Patents
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JP4601559B2 - Saya tube propulsion method - Google Patents

Saya tube propulsion method Download PDF

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JP4601559B2
JP4601559B2 JP2006027321A JP2006027321A JP4601559B2 JP 4601559 B2 JP4601559 B2 JP 4601559B2 JP 2006027321 A JP2006027321 A JP 2006027321A JP 2006027321 A JP2006027321 A JP 2006027321A JP 4601559 B2 JP4601559 B2 JP 4601559B2
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pipe
sheath
sheet
new
new pipe
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JP2007205520A (en
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弘司 藤田
吉彦 山本
義徳 吉田
直岐 冨田
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Kurimoto Ltd
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Description

この発明は、ガス、上下水道等に用いる流体輸送用配管を非開削で布設するさや管推進工法およびそれに用いられる新設管に関するものである。   TECHNICAL FIELD The present invention relates to a sheath pipe propulsion method for laying a pipe for transporting fluid used for gas, water supply and sewerage, etc. without opening, and a new pipe used therefor.

ダクタイル鋳鉄管等の流体輸送用配管を埋設する工法としては、地面を開削して布設する開削工法が一般的であったが、昨今は幹線道路だけではなく一般道路においても交通量が増加しているので、開削工法のために交通を遮断することは困難となっている。このため、発進立坑と到達立坑だけを開削し、さや管としてヒューム管や鋼管等を推進埋設した後にPI形、PII形ダクタイル鋳鉄管を挿入するさや管推進工法や、老朽化した既設管をさや管として、その中に口径の小さい新設管を挿入して管路を更新するパイプインパイプ工法(PIP法)等の推進工法が広く採用されるようになった(以下、さや管推進工法とPIP法の両者を「さや管推進工法」と言う)。   As a method of burying pipes for fluid transportation such as ductile cast iron pipes, the excavation method of excavating and laying the ground was common, but recently the traffic volume has increased not only on main roads but also on general roads. Therefore, it is difficult to block traffic due to the open-cut method. For this reason, only the starting and reaching shafts are excavated, and after the fume pipes and steel pipes are propelled and buried as sheath pipes, the sheath pipe propulsion method in which PI-type and PII-type ductile cast iron pipes are inserted and sheathed old pipes are sheathed. As a pipe, a propulsion method such as a pipe-in-pipe method (PIP method) in which a new pipe having a small diameter is inserted therein to renew a pipe line has been widely adopted (hereinafter referred to as a sheath pipe propulsion method and PIP) Both of these laws are called “sheath tube propulsion methods”).

上記のさや管推進工法は、図14に示すように、発進立坑31と到達立坑32との間に埋設されているさや管12内にこれよりも径の小さな新設管11を挿入して布設するものである。発進立坑31には油圧ジャッキ33が設置され、この油圧ジャッキ33の後部は反力受け34に当接し、前部は押角35を介して新設管11を押圧するようになっている。新設管11は、その先端部の挿し口13を先行する新設管11の後端部の受口14に挿入することによって順次つなぎ合わされ、さや管12内に押し込まれて行く。なお、先頭の新設管11の先端部には挿入抵抗を小さくするための先導ソリ36が取り付けられている。   As shown in FIG. 14, the sheath pipe propulsion method described above is constructed by inserting a new pipe 11 having a smaller diameter into the sheath pipe 12 embedded between the starting shaft 31 and the reaching shaft 32. Is. A hydraulic jack 33 is installed in the start shaft 31, a rear portion of the hydraulic jack 33 abuts against a reaction force receiver 34, and a front portion presses the new pipe 11 via a push angle 35. The new tube 11 is sequentially connected by inserting the insertion port 13 at the tip end thereof into the receiving port 14 at the rear end portion of the preceding new tube 11, and is pushed into the sheath tube 12. A leading sled 36 for reducing the insertion resistance is attached to the tip of the leading new pipe 11.

そのさや管12内に新設管11をつなぎ合わせて走行させる際に、図15に示すように、新設管11の外周面がさや管12の内周面に摺れて移動する(走行する)こととなる(図15(b)参照)。この場合、新設管11の挿入長さ(発進立坑31と到達立坑32との長さ)が長くなると、新設管11の挿入に必要な力が大きくなったり、管継手の屈曲によって新設管11の許容伝達力が小さくなったりする等の原因から、新設管11の許容伝達力を超える場合がある。許容伝達力を超えれば、新設管11の破損等が生じるため、それ以上の挿入を行うことができなくなる。   When the new pipe 11 is connected and traveled in the sheath pipe 12, the outer peripheral surface of the new pipe 11 slides on the inner peripheral surface of the sheath pipe 12 and travels (runs) as shown in FIG. (See FIG. 15B). In this case, when the insertion length of the new pipe 11 (the length between the starting vertical shaft 31 and the reaching vertical shaft 32) is increased, the force required to insert the new pipe 11 is increased, or the new pipe 11 is bent due to bending of the pipe joint. In some cases, the allowable transmission force of the new pipe 11 may be exceeded due to factors such as a decrease in the allowable transmission force. If the allowable transmission force is exceeded, the new pipe 11 will be damaged, and it will not be possible to insert further.

このため、図16に示すように、新設管11の外周面にキャスタ41を有する走行案内器具を設け、そのキャスタ41をさや管12の内周面に走行させて走行抵抗を低減した技術が知られている(特許文献1参照)。その走行案内器具は、4分割した断面L字状の分割フランジ42をその端面で締結してサドルバンド状としたものである。
特開2002−276284号公報
For this reason, as shown in FIG. 16, there is known a technique in which a travel guide device having casters 41 is provided on the outer peripheral surface of the new pipe 11 and the caster 41 is traveled on the inner peripheral surface of the sheath pipe 12 to reduce travel resistance. (See Patent Document 1). The travel guide device is formed in a saddle band shape by fastening a split flange 42 having an L-shaped cross section divided into four at its end face.
JP 2002-276284 A

このキャスタ41付き走行案内器具による新設管11の走行はそれなりに有効であるが、分割フランジ42を強固に締結するためには、十分な大きさ(十分に立ち上がる)締結片43を設ける必要があり、この締結片43にキャスタ41をボルト・ナット44で取り付けるため、キャスタ41が新設管11の外周面から大きく突出する。   Although the traveling of the new pipe 11 by the traveling guide device with casters 41 is effective as it is, it is necessary to provide a fastening piece 43 of sufficient size (sufficiently rising) to firmly fasten the split flange 42. Since the casters 41 are attached to the fastening pieces 43 with bolts and nuts 44, the casters 41 greatly protrude from the outer peripheral surface of the new pipe 11.

上記キャスタ41が大きく突出すれば、走行案内器具の嵩が大きくなり、さや管12内周面と新設管11の外周面とに十分な間隙(すき間)が必要となる。このため、このすき間が大きくなるので、新設管11に呼び径の小さいものを採用することとなり、十分な流通面積が得られない場合が生じる。また、通常、新設管11には、所要の呼び径のものが要求されるので、前記のすき間は狭いものとなっている。この場合、上述したキャスタ41付き走行案内器具を採用することができない場合が生じる。   If the casters 41 protrude greatly, the bulk of the travel guide device increases, and a sufficient gap (clearance) is required between the inner peripheral surface of the sheath 12 and the outer peripheral surface of the new tube 11. For this reason, since this gap becomes large, a pipe having a small nominal diameter is adopted as the new pipe 11, and a sufficient distribution area may not be obtained. Further, since the new pipe 11 is usually required to have a required nominal diameter, the gap is narrow. In this case, the case where the above-described traveling guide device with casters 41 cannot be employed occurs.

そこで、この発明は、十分な流通面積を確保でき、新設管の挿入する力を低減させるさや管推進工法およびそのさや管推進工法に用いられる新設管を提供することを課題とする。   Therefore, an object of the present invention is to provide a sheath tube propulsion method that can secure a sufficient distribution area and reduce the force of inserting a new tube, and a new tube used in the sheath tube propulsion method.

上記の課題を解決するために、この発明のさや管推進工法は、上記新設管の受口の外周面に、前記新設管の表面の摩擦係数よりも低い摩擦係数の表面を有するシートを取り付け、前記シートを介して前記受口をさや管内に摺動させながら前記新設管を推進させることとしたのである。   In order to solve the above-mentioned problem, the sheath pipe propulsion method of the present invention attaches a sheet having a surface with a friction coefficient lower than the friction coefficient of the surface of the new pipe to the outer peripheral surface of the inlet of the new pipe, The new pipe is pushed while sliding the receiving port into the sheath pipe through the sheet.

このようにすれば、上記シートは前記新設管の表面の摩擦係数よりも低い摩擦係数の表面を有するものであるので、さや管に新設管を挿入し前記シートを介して前記受口をさや管内に摺動させながら軸方向に推進させると、前記新設管がさや管内を小さい摩擦抵抗で移動する。   In this case, since the sheet has a surface with a coefficient of friction lower than that of the surface of the new pipe, the new pipe is inserted into the sheath pipe, and the receptacle is inserted into the sheath pipe through the sheet. When the shaft is pushed in the axial direction while being slid, the new pipe moves in the sheath with a small frictional resistance.

また、新設管の受口の外周面に取り付けたシートは、その厚みが小さいものであるので、さや管と新設管とのすき間を小さくすることができる。さや管の内周面と新設管の外周面とのすき間を小さくできるので、新設管の径をより太くして十分な流通面積を確保することができる。   Moreover, since the sheet | seat attached to the outer peripheral surface of the receptacle of a new installation pipe | tube is small, the clearance gap between a sheath pipe | tube and a new installation pipe | tube can be made small. Since the gap between the inner peripheral surface of the sheath and the outer peripheral surface of the new pipe can be reduced, the diameter of the new pipe can be increased to ensure a sufficient distribution area.

以上のように、この発明は、さや管内周面と新設管外周面とのすき間を小さくできるので、新設管を太くして十分な流通面積を確保することができる。また、新設管が上記シートを介してさや管内を小さい摩擦抵抗で移動するので、新設管の挿入する力を低減させることができる。   As described above, according to the present invention, since the gap between the sheath inner peripheral surface and the new pipe outer peripheral surface can be reduced, the new pipe can be thickened to secure a sufficient distribution area. Further, since the new pipe moves through the sheath through the sheath with a small frictional resistance, the force for inserting the new pipe can be reduced.

この発明の実施形態のさや管推進工法としては、直管部の一端に挿し口を、他端に受口を有する新設管の前記挿し口を先行する他の新設管の前記受口に挿入して順次つなぎ合わせながら、その新設管をさや管内で軸方向に推進させて前記さや管内に管路を新設するさや管推進工法において、前記新設管の受口の外周面に、前記新設管の表面の摩擦係数よりも低い摩擦係数の表面を有するシートを取り付け、このシートを介して前記受口をさや管内に摺動させながら前記新設管を推進させる構成を採用することができる。   In the sheath pipe propulsion method according to the embodiment of the present invention, the insertion port of the new pipe having the insertion port at one end of the straight pipe portion and the reception port at the other end is inserted into the reception port of the other new installation pipe. In the sheath tube propulsion method in which the new pipe is axially propelled in the sheath pipe and the pipe is newly installed in the sheath pipe, the surface of the new pipe is placed on the outer peripheral surface of the new pipe receptacle. It is possible to employ a configuration in which a sheet having a surface with a friction coefficient lower than the friction coefficient is attached and the new pipe is propelled through the sheet while sliding the receiving port into the sheath pipe.

この構成において、上記新設管は、前記直管部から前記受口に向かって拡径するテーパー部を有するものであり、上記シートは、前記受口の外周面から前記テーパー部の外周面にかけて取り付ける構成とすることができる。通常、さや管内にその継ぎ目などの段差があると、新設管は移動時に新設管の受口と直管部のテーパー部で段差に乗り上げる。そこでこのテーパー部に前記シートを取り付ければ、その乗り上げる際の新設管を円滑に移動させ、新設管の推進を妨げない。   In this configuration, the new pipe has a tapered portion whose diameter increases from the straight pipe portion toward the receiving port, and the sheet is attached from the outer peripheral surface of the receiving port to the outer peripheral surface of the tapered portion. It can be configured. Normally, if there is a step such as a seam in the sheath, the new pipe will run over the step at the receptacle of the new pipe and the taper portion of the straight pipe when moving. Therefore, if the seat is attached to the taper portion, the new pipe is smoothly moved when it is ridden, and the propulsion of the new pipe is not hindered.

また、上記シートは、前記受口の外周面から前記直管部にかけて取り付けられ、前記シートを前記直管部に結束帯で縛る構成にすることができる。前記シートを新設管の直管部に結束帯で縛れば、このシートは、受口と直管部との段差に沿って馴染みやすいため、新設管の受口と直管部との径差にかかわらず、シートを取り付けしやすくなる。なお、結束帯によりシートを縛れば、新設管に取り付けるシートに接着剤を塗布すること、または接着層を設けることを省略することもできる。   Moreover, the said sheet | seat is attached over the said straight pipe part from the outer peripheral surface of the said receiving port, and it can be set as the structure which binds the said sheet | seat to the said straight pipe part with a binding band. If the sheet is tied to the straight pipe part of the new pipe with a cable tie, this sheet is easy to adjust along the level difference between the receiving port and the straight pipe part. Regardless, it makes it easier to attach the seat. In addition, if a sheet | seat is tied up with a binding band, it can also be abbreviate | omitted apply | coating an adhesive agent to the sheet | seat attached to a newly installed pipe, or providing an adhesive layer.

さらに、上記シートは弾性体の層を有し、前記シートをその弾性体の層を介して上記新設管の受口の外周面に取り付けると、新設管の移動時に、その移動に伴って前記弾性体の層がさや管内周面の凹凸に追従して変形し、新設管の受口の外周面に作用する外力を吸収するので、さや管内との摩擦により前記シートが破損しにくくなる。   Further, the sheet has an elastic layer, and when the sheet is attached to the outer peripheral surface of the receiving port of the new pipe through the elastic layer, the elastic pipe is moved along with the movement of the new pipe. Since the body layer is deformed following the irregularities on the inner peripheral surface of the sheath and absorbs the external force acting on the outer peripheral surface of the receiving port of the new tube, the sheet is less likely to be damaged by friction with the sheath.

一方、上記シートは金属層を有し、前記シートをその金属層を介して上記新設管の受口の外周面に取り付ける構成とすることもできる。金属層は、通常シートよりも剛性が高く、新設管の表面の凹凸に追従しないので、金属層を介在させれば、この新設管の表面の凹凸よりもシートの表面の凹凸が小さくなる。シートの表面の凹凸が小さくなれば、そのシートの表面の摩擦係数が低くなるので、新設管の移動時にさや管内との摩擦によりシートが破損しにくくなる。   On the other hand, the said sheet | seat can also be set as the structure which attaches the said sheet | seat to the outer peripheral surface of the opening of the said new pipe through the metal layer through the metal layer. Since the metal layer has higher rigidity than the normal sheet and does not follow the unevenness on the surface of the new pipe, the unevenness on the surface of the sheet becomes smaller than the unevenness on the surface of the new pipe when the metal layer is interposed. If the unevenness on the surface of the sheet is reduced, the coefficient of friction on the surface of the sheet is reduced, so that the sheet is less likely to be damaged due to friction with the sheath when the new pipe is moved.

この発明の実施形態のさや管推進工法用新設管としては、直管部の一端に挿し口を、他端に受口を設けたさや管推進工法用新設管において、上記したいずれかのシートを前記受口の外周面に取り付けた構成を採用することができる。   As a new pipe for the sheath pipe propulsion method according to the embodiment of the present invention, in the new pipe for the sheath propulsion method, an insertion port is provided at one end of the straight pipe portion and a receiving port is provided at the other end. The structure attached to the outer peripheral surface of the said receptacle can be employ | adopted.

以下、この発明の一実施例を図1に示す。この実施例のさや管推進工法は、上述の図14に示すように、発進立坑31と到達立坑32との間に埋設されているさや管12内にこれよりも径の小さな新設管11を挿入布設するものであり、この新設管11の挿し口13を先行する新設管11の受口14に挿入してつなぎ合わせながら、さや管12内に管路を新設する。上記新設管11として、PI形、PII形ダクタイル鋳鉄管等が使用される。このタグタイル鋳鉄管は、直管部15の一端に挿し口13を、その他端に受口14を設けたものであり、この受口14の外径が、直管部15の外径よりも大きく形成されている。   An embodiment of the present invention is shown in FIG. In this embodiment, as shown in FIG. 14, the new pipe 11 having a smaller diameter is inserted into the sheath pipe 12 embedded between the start shaft 31 and the arrival shaft 32. A new pipe line is provided in the sheath pipe 12 while the insertion opening 13 of the new pipe 11 is inserted into the receiving opening 14 of the preceding new pipe 11 and joined together. As the new pipe 11, a PI-type or PII-type ductile cast iron pipe or the like is used. This tag tile cast iron pipe is provided with an insertion port 13 at one end of a straight pipe portion 15 and a receiving port 14 at the other end. The outer diameter of the receiving port 14 is larger than the outer diameter of the straight pipe portion 15. Is formed.

まず、図1に示すように、上記新設管11の受口14の外周面の一部にシート16を取り付ける。このシート16は、その表面の摩擦係数が前記新設管11の表面の摩擦係数よりも低いものであり、例えば、高分子量ポリエチレンや四フッ化エチレン(テフロン(登録商標))等を採用することができる。   First, as shown in FIG. 1, a sheet 16 is attached to a part of the outer peripheral surface of the receiving port 14 of the new pipe 11. The sheet 16 has a surface friction coefficient lower than that of the surface of the new pipe 11. For example, high molecular weight polyethylene, tetrafluoroethylene (Teflon (registered trademark)), or the like may be used. it can.

次に、上記新設管11のシート16を取り付けた受口14の部分を、さや管12内周面の底部側に向けてさや管12に挿入し、前記シート16を介して受口14をさや管12内に摺動させながら、新設管11をさや管12内で軸方向に推進させる(図3参照)。このとき、前記シート16は、前記新設管11の表面の摩擦係数よりも低い摩擦係数の表面を有するものであるため、新設管11にシート16を取り付けない場合と比較して、前記新設管11がさや管12内を小さい摩擦抵抗で移動し、新設管11の挿入する力を低減させることができる。   Next, the portion of the receiving port 14 to which the sheet 16 of the new tube 11 is attached is inserted into the sheath tube 12 toward the bottom side of the inner peripheral surface of the sheath tube 12, and the receiving port 14 is sheathed via the sheet 16. The new pipe 11 is propelled in the sheath pipe 12 in the axial direction while sliding in the pipe 12 (see FIG. 3). At this time, since the sheet 16 has a surface with a friction coefficient lower than that of the surface of the new pipe 11, the new pipe 11 is compared with a case where the sheet 16 is not attached to the new pipe 11. The sheath tube 12 can be moved with a small frictional resistance, and the insertion force of the new tube 11 can be reduced.

上記新設管11をさや管12内で軸方向に推進させた後、新たな新設管11の受口14をそのシート16がさや管12の内周面の底部に向くようにさや管12に挿入する。先行する新設管11の受口14に前記の新たに挿入した新設管11の挿し口13を挿入してつなぎ合わせながら、最先の新設管11の挿し口13が到達立坑32に達するまで新設管11を順次挿入することにより、さや管12内に管路を設けることができる。   After the new pipe 11 is axially propelled in the sheath pipe 12, the receptacle 14 of the new pipe 11 is inserted into the sheath pipe 12 so that the sheet 16 faces the bottom of the inner peripheral surface of the sheath pipe 12. To do. While inserting the insertion port 13 of the newly inserted new pipe 11 into the receiving port 14 of the preceding new installation pipe 11 and joining them together, the new installation pipe until the insertion opening 13 of the earliest new installation pipe 11 reaches the reaching shaft 32 By sequentially inserting 11, a pipe line can be provided in the sheath pipe 12.

この実施例のさや管推進工法は、上記新設管11の挿入する力が小さくなるので、図14に示す新設管11の推進に用いる油圧ジャッキ33や、反力受け34などを小規模なものにすることができる。また、新設管11のさや管12内の移動距離を延長することができるので、立坑(発進立坑31、到達立坑32)の数を減らすこともできる。   In the sheath pipe propulsion method of this embodiment, since the insertion force of the new pipe 11 is reduced, the hydraulic jack 33 and the reaction force receiver 34 used for propulsion of the new pipe 11 shown in FIG. can do. Moreover, since the movement distance in the sheath pipe 12 of the newly installed pipe 11 can be extended, the number of vertical shafts (starting vertical shaft 31 and reaching vertical shaft 32) can also be reduced.

また、図1(b)に示すように、新設管11の受口14の外周面に取り付けたシート16は、その厚みが小さいものであるので、さや管12内周面と新設管11外周面とのすき間を小さくすることができる。このさや管12内周面と新設管11外周面とのすき間を小さくできるので、新設管11の径をより太くして十分な流通面積を確保することができる。   Further, as shown in FIG. 1B, since the sheet 16 attached to the outer peripheral surface of the receiving port 14 of the new pipe 11 has a small thickness, the inner peripheral surface of the sheath 12 and the outer peripheral surface of the new pipe 11 And the clearance between them can be reduced. Since the gap between the inner peripheral surface of the sheath 12 and the outer peripheral surface of the new pipe 11 can be reduced, the diameter of the new pipe 11 can be increased to ensure a sufficient flow area.

上記さや管推進工法の他の実施例を図4に示す。この実施例は、同図に示すように、上記シート16を上記新設管11の受口14の外周面の全周に取り付ける点で、上述の実施例と相違する。その他の構成は上述の実施例と同様である。   Another embodiment of the sheath pipe propulsion method is shown in FIG. As shown in the figure, this embodiment is different from the above-described embodiment in that the seat 16 is attached to the entire outer periphery of the receiving port 14 of the new pipe 11. Other configurations are the same as those in the above-described embodiment.

上記シート16を受口14の外周面の全周に取り付けることにより、新設管11の挿入時に、そのシート16を取り付けた受口14の部分を、さや管12内周面の底部側に向ける必要がなくなる。さらに、新設管11の移動時に、この新設管11がローリング(回転)をしても、新設管11の表面とさや管12内周面とが直接摺接せず、常にシート16とさや管12の内周面とが摺動するので、新設管11の移動時の摩擦抵抗が大きくなることを防止できる(図4(b)参照)。   By attaching the sheet 16 to the entire circumference of the outer peripheral surface of the receiving port 14, when inserting the new pipe 11, the portion of the receiving port 14 to which the sheet 16 is attached needs to be directed to the bottom side of the inner peripheral surface of the sheath 12 Disappears. Further, when the new pipe 11 is moved, even if the new pipe 11 rolls (rotates), the surface of the new pipe 11 and the inner peripheral surface of the sheath 12 are not in direct sliding contact, and the sheet 16 and the sheath 12 are always in contact. Since the sliding of the inner peripheral surface of the pipe 11 can prevent the frictional resistance during the movement of the new pipe 11 from increasing (see FIG. 4B).

上記シート16を、図5に示すように、上記新設管11の受口14の軸方向の幅に形成して巻き付けたり(図5(a)参照)、所定幅の帯状に形成して、一部を重ね合わせるように複数枚巻き付けたり(図5(b)参照)、または所定幅の帯状に形成し、らせん状に巻き付けたりしてもよい(図5(c)参照)。   As shown in FIG. 5, the sheet 16 is formed with a width in the axial direction of the receiving port 14 of the new pipe 11 (see FIG. 5A), or is formed into a belt with a predetermined width. A plurality of sheets may be wound so as to overlap each other (see FIG. 5B), or may be formed in a band shape having a predetermined width and wound in a spiral shape (see FIG. 5C).

また、さや管推進工法の他の実施例を図6に示す。この実施例は、同図に示すように、上記シート16を、上記新設管11の受口14からその直管部15に至るテーパー部21の外周面にかけて取り付ける点で、上述の図1に示す実施例と相違する。他の構成は上述の図1に示す実施例と同様である。   Further, another embodiment of the sheath tube propulsion method is shown in FIG. In this embodiment, as shown in FIG. 1, the seat 16 is attached to the outer peripheral surface of the tapered portion 21 extending from the receiving port 14 of the new pipe 11 to the straight pipe portion 15 as shown in FIG. Different from the embodiment. Other configurations are the same as those of the embodiment shown in FIG.

この実施例では、図7に示すように、シート16を新設管11の受口14からその直管部15に至るテーパー部21の外周面にかけて取り付けるものである。テーパー部21の外周面にかけてシート16を取り付けると、さや管12内にその継ぎ目などの段差22があっても、新設管11の移動時に、前記シート16を取り付けたテーパー部21で段差22を乗り上げるので、新設管11が円滑に移動し、新設管11の推進を妨げない。   In this embodiment, as shown in FIG. 7, the seat 16 is attached to the outer peripheral surface of the tapered portion 21 extending from the receiving port 14 of the new pipe 11 to the straight pipe portion 15. When the seat 16 is attached to the outer peripheral surface of the taper portion 21, even if there is a step 22 such as a seam in the sheath 12, the step 22 is climbed by the taper portion 21 to which the seat 16 is attached when the new pipe 11 is moved. Therefore, the new pipe 11 moves smoothly and does not hinder the promotion of the new pipe 11.

また、上記さや管推進工法の他の実施例を図8に示す。この実施例は、同図に示すように、シート16を、上記新設管11の受口14からその直管部15に至るテーパー部21の外周面の全周にかけて取り付ける点で、上述の図4に示す実施例と相違する。他の構成は上述の図4に示す実施例と同様である。   FIG. 8 shows another embodiment of the sheath pipe propulsion method. In this embodiment, as shown in FIG. 4, the seat 16 is attached over the entire circumference of the outer peripheral surface of the tapered portion 21 extending from the receiving port 14 of the new pipe 11 to the straight pipe portion 15. This is different from the embodiment shown in FIG. Other configurations are the same as those of the embodiment shown in FIG.

この実施例では、上述の図6に示す実施例の場合と同様に、さや管12内にその継ぎ目などの段差があっても、新設管11の移動時に、前記シート16を取り付けたテーパー部21で段差を乗り上げるので、新設管11が円滑に移動し、新設管11の推進を妨げない。   In this embodiment, as in the above-described embodiment shown in FIG. 6, even if there is a step such as a seam in the sheath 12, the tapered portion 21 to which the sheet 16 is attached when the new tube 11 is moved. Therefore, the new pipe 11 moves smoothly and does not hinder the promotion of the new pipe 11.

この実施例において、図12に示すように、所定幅に形成した上記シート16を、新設管11の受口14の外周面から上記テーパー部21にかけてらせん状に巻き付けてもよい。このようにすると、新設管11のテーパー部21にシート16を皺なく取り付けることができる。   In this embodiment, as shown in FIG. 12, the sheet 16 formed to have a predetermined width may be spirally wound from the outer peripheral surface of the receiving port 14 of the new pipe 11 to the tapered portion 21. If it does in this way, the sheet | seat 16 can be attached to the taper part 21 of the new installation pipe 11 without a flaw.

上記さや管推進工法の他の実施例を図9に示す。この実施例は、同図に示すように、上記シート16を受口14の外周面から直管部15にかけて取り付け、このシート16の両端部を新設管11の直管部15に結束帯20で縛るものである。   Another embodiment of the sheath pipe propulsion method is shown in FIG. In this embodiment, as shown in the figure, the sheet 16 is attached from the outer peripheral surface of the receiving port 14 to the straight pipe portion 15, and both ends of the sheet 16 are attached to the straight pipe portion 15 of the new pipe 11 with a tie band 20. It is what you bind.

この実施例では、前記シート16を新設管11の直管部15に結束帯20で縛るので、そのシート16は、新設管11の受口14と直管部15との段差に沿って馴染みやすく、新設管11の受口14と直管部15との径差にかかわらず、シート16を取り付けしやすくなる。なお、結束帯20によりシート16が縛られているため、新設管に取り付けるシートに接着剤を塗布すること、または接着層を設けることを省略することもできる。   In this embodiment, since the sheet 16 is tied to the straight pipe portion 15 of the new pipe 11 with the binding band 20, the sheet 16 can be easily adapted along the step between the receiving port 14 of the new pipe 11 and the straight pipe portion 15. Regardless of the difference in diameter between the receiving port 14 of the new pipe 11 and the straight pipe portion 15, the seat 16 can be easily attached. In addition, since the sheet | seat 16 is bound by the binding band 20, it can also be abbreviate | omitted to apply | coat an adhesive agent to the sheet | seat attached to a new installation pipe | tube, or to provide an adhesive layer.

また、上記シート16を新設管11の受口14からその直管部15に至るテーパー部21の外周面にかけて取り付けているため、上記の図6および図8に示す実施例の場合と同様に、さや管12内にその継ぎ目などの段差があっても、新設管11の移動時に、前記シート16を取り付けたテーパー部21で段差を乗り上げるので、新設管11が円滑に移動し、新設管11の推進を妨げない。   Further, since the seat 16 is attached to the outer peripheral surface of the tapered portion 21 extending from the receiving port 14 of the newly installed pipe 11 to the straight pipe portion 15, as in the case of the embodiment shown in FIGS. Even if there is a step such as a seam in the sheath 12, when the new pipe 11 is moved, the step is climbed by the tapered portion 21 to which the sheet 16 is attached, so that the new pipe 11 moves smoothly and the new pipe 11 Does not interfere with promotion.

なお、上記シート16は、図2に示すように、その片面に接着層17を設けてもよい。接着層17を設けることにより、前記シート16を新設管11の受口14の外周面に容易に取り付けることができるからである。また、接着層17を設けずに、シート16の片面に接着剤を塗布した後に、そのシート16を上記新設管11の受口14の外周面に取り付けてもよい。   The sheet 16 may be provided with an adhesive layer 17 on one side as shown in FIG. This is because the sheet 16 can be easily attached to the outer peripheral surface of the receiving port 14 of the new pipe 11 by providing the adhesive layer 17. Further, without applying the adhesive layer 17, after applying an adhesive to one side of the sheet 16, the sheet 16 may be attached to the outer peripheral surface of the receiving port 14 of the new pipe 11.

また、上記シート16は、弾性体の層18を有するものでもよい。この弾性体の層18としては、クロロプレンゴムなどを採用することができる。前記シート16をその弾性体の層18を介して新設管11の受口14の外周面に取り付けることで、新設管11の移動時に、その移動に伴って前記弾性体の層18がさや管12内周面の凹凸に追従して変形し、新設管11の受口14の外周面に作用する外力を吸収する。このとき、弾性体の層18を有しない場合におけるシート16とさや管12内周面との摺接面の幅W1よりも(図11(a)参照)、その弾性体の層18を有する場合の摺接面の幅W2が大きくなる(図11(b)参照)。摺接面の幅が大きくなると単位面積当りの荷重が小さくなり、さや管12内に対する摩擦抵抗が小さくなるのでシート16が破損しにくくなる。この前記シート16に上記接着層17を設ける場合には、図10に示すように、弾性体の層18側に設ければよい。   The sheet 16 may have an elastic layer 18. As the elastic layer 18, chloroprene rubber or the like can be used. By attaching the sheet 16 to the outer peripheral surface of the receiving port 14 of the new pipe 11 via the elastic layer 18, the elastic layer 18 moves along the sheath pipe 12 when the new pipe 11 moves. It deforms following the unevenness of the inner peripheral surface and absorbs external force acting on the outer peripheral surface of the receiving port 14 of the new pipe 11. At this time, when the elastic body layer 18 is provided rather than the width W1 of the sliding contact surface between the sheet 16 and the sheath 12 inner peripheral surface when the elastic body layer 18 is not provided (see FIG. 11A). The width W2 of the sliding contact surface is increased (see FIG. 11B). When the width of the sliding contact surface increases, the load per unit area decreases, and the frictional resistance against the inside of the sheath 12 decreases, so that the sheet 16 is not easily damaged. When the adhesive layer 17 is provided on the sheet 16, it may be provided on the elastic layer 18 side as shown in FIG.

上記シート16は、上記弾性体の層18の代わりに金属層19を有するものでもよい。前記シート16をその金属層19を介して上記新設管11の受口14の外周面に取り付けると、金属層19が新設管11の表面を覆い、この新設管11の表面の凹凸に追従しないので、この新設管11の表面の凹凸と比較してシート16の表面の凹凸が小さくなる。表面の凹凸が小さくなると、新設管11の移動時にさや管12内との摩擦抵抗が小さくなるので、シート16が破損しにくくなる。この前記シート16に上記接着層17を設ける場合にも、弾性体の層18の場合と同様に、図10に示すように、金属層19側に接着層17を設ければよい。   The sheet 16 may have a metal layer 19 instead of the elastic layer 18. When the sheet 16 is attached to the outer peripheral surface of the receiving port 14 of the new pipe 11 through the metal layer 19, the metal layer 19 covers the surface of the new pipe 11 and does not follow the irregularities on the surface of the new pipe 11. The unevenness on the surface of the sheet 16 is smaller than the unevenness on the surface of the new pipe 11. When the unevenness on the surface is reduced, the friction resistance with the sheath 12 is reduced when the newly installed pipe 11 is moved, so that the sheet 16 is hardly damaged. Even when the adhesive layer 17 is provided on the sheet 16, as in the case of the elastic layer 18, the adhesive layer 17 may be provided on the metal layer 19 side as shown in FIG.

また、図13に示すように、上記シート16をロール状に形成することもできる。このようにすると、新設管11の挿入前に前記ロール状のシート16を受口14の外周の長さに切り取り、受口14の外周面に容易に取り付けることができる。また、このロール状のシート16は、その幅が新設管11の受口14および上記テーパー部に取り付けられる幅であればよい。   Moreover, as shown in FIG. 13, the said sheet | seat 16 can also be formed in roll shape. If it does in this way, the roll-shaped sheet | seat 16 can be cut out to the outer peripheral length of the receiving port 14, and can be easily attached to the outer peripheral surface of the receiving port 14 before insertion of the new installation pipe | tube 11. Moreover, the roll-shaped sheet | seat 16 should just be the width | variety with which the width | variety is attached to the receptacle 14 and the said taper part of the new installation pipe | tube 11. FIG.

(a)一実施例のさや管推進工法の要部を示す一部切断正面図、(b)(a)に示すA−A線における断面図(A) Partial cut front view showing main part of sheath pipe propulsion method of one embodiment, (b) Sectional view taken along line AA shown in (a) 同上のシートを示す断面図Sectional view showing the same sheet 同上の新設管の移動状態を示す一部切断正面図Partially cut front view showing the moving state of the new pipe (a)他の実施例のさや管推進工法の要部を示す一部切断正面図、(b)(a)に示すB−B線における断面図(A) A partially cut front view showing the main part of the sheath tube propulsion method of another embodiment, (b) A sectional view taken along line BB shown in (a) 同上のシートの形状を示す斜視図The perspective view which shows the shape of a sheet | seat same as the above 他の実施例のさや管推進工法の要部を示す一部切断正面図Partially cut front view showing the main part of the sheath pipe propulsion method of another embodiment 同上の新設管の移動状態を示す正面図Front view showing the moving state of the new pipe 他の実施例のさや管推進工法の要部を示す正面図Front view showing the main part of the sheath tube propulsion method of another embodiment 他の実施例のさや管推進工法の要部を示す一部切断正面図Partially cut front view showing the main part of the sheath pipe propulsion method of another embodiment 一実施例のさや管推進工法のシートを示す断面図Sectional drawing which shows the sheet | seat of the sheath pipe propulsion method of one Example 同上のさや管推進工法の新設管の摺動時におけるシートを示す断面図Sectional view showing the seat when sliding the new pipe of the sheath pipe propulsion method 他の実施例のさや管推進工法の要部を示す正面図Front view showing the main part of the sheath tube propulsion method of another embodiment 一実施例のさや管推進工法のシートを示す斜視図The perspective view which shows the sheet | seat of the sheath pipe propulsion method of one Example さや管推進工法の説明図Illustration of sheath tube propulsion method 従来のさや管推進工法の概略図Schematic diagram of conventional sheath tube propulsion method 従来のさや管推進工法の要部を示す概略図Schematic showing the main part of the conventional sheath tube propulsion method

符号の説明Explanation of symbols

11 新設管
12 さや管
13 挿し口
14 受口
15 直管部
16 シート
17 接着層
18 層(弾性体の層)
19 金属層
20 結束帯
21 テーパー部
31 発進立坑
32 到達立坑
33 油圧ジャッキ
34 反力受け
35 押角
36 先導ソリ
41 キャスタ
42 フランジ
43 締結片
44 ボルト・ナット
DESCRIPTION OF SYMBOLS 11 Newly installed pipe 12 Sheath pipe 13 Insertion opening 14 Receptacle 15 Straight pipe part 16 Sheet | seat 17 Adhesion layer 18 layer (layer of an elastic body)
DESCRIPTION OF SYMBOLS 19 Metal layer 20 Binding band 21 Taper part 31 Starting shaft 32 Reaching shaft 33 Hydraulic jack 34 Reaction force receiver 35 Push angle 36 Leading sled 41 Caster 42 Flange 43 Fastening piece 44 Bolt and nut

Claims (4)

直管部(15)の一端に挿し口(13)を、他端に受口(14)を有する新設管(11)の前記挿し口(13)を先行する他の新設管(11)の前記受口(14)に挿入して順次つなぎ合わせながら、その新設管(11)をさや管(12)内で軸方向に推進させて前記さや管(12)内に管路を新設するさや管推進工法において、
上記新設管(11)の受口(14)の外周面に、前記新設管(11)の表面の摩擦係数よりも低い摩擦係数の表面を有するシート(16)を取り付け、このシート(16)を介して前記受口(14)をさや管(12)内に摺動させながら前記新設管(11)を推進させ上記シート(16)は、前記受口(14)の外周面から直管部(15)にかけて取り付けられ、前記シート(16)を前記直管部(15)に結束帯(20)で縛ることを特徴とするさや管推進工法。
The other pipe (11) preceding the insertion opening (13) of the new pipe (11) having the insertion opening (13) at one end of the straight pipe section (15) and the receiving opening (14) at the other end. Saddle tube propulsion in which the new pipe (11) is axially propelled in the sheath pipe (12) by inserting it into the receiving port (14), and the pipe is newly established in the sheath pipe (12). In the construction method,
A sheet (16) having a friction coefficient lower than that of the surface of the new pipe (11) is attached to the outer peripheral surface of the receiving port (14) of the new pipe (11), and the sheet (16) is attached. through the to propel new tube (11) while sliding said receptacle (14) in the sheath tube (12), the said seat (16), the straight pipe portion from the outer peripheral surface of the socket (14) A sheath tube propulsion method characterized by being attached to (15) and binding the sheet (16) to the straight pipe portion (15) with a tie tie (20).
上記シート(16)は、弾性体の層(18)を有し、前記シート(16)をその弾性体の層(18)を介して上記新設管(11)の受口(14)の外周面に取り付けることを特徴とする請求項に記載のさや管推進工法。 The sheet (16) has an elastic layer (18), and the sheet (16) is disposed on the outer peripheral surface of the receiving port (14) of the new pipe (11) through the elastic layer (18). The sheath tube propulsion method according to claim 1 , wherein the sheath tube propulsion method is attached to the sheath. 上記シート(16)は金属層(19)を有し、前記シート(16)をその金属層(19)を介して上記新設管(11)の受口(14)の外周面に取り付けることを特徴とする請求項に記載のさや管推進工法。 The sheet (16) has a metal layer (19), and the sheet (16) is attached to the outer peripheral surface of the opening (14) of the new pipe (11) through the metal layer (19). The sheath pipe propulsion method according to claim 1 . 直管部(15)の一端に挿し口(13)を他端に受口(14)を設けたさや管推進工法用新設管において、上記請求項1から3のいずれかに記載するシート(16)を前記受口(14)の外周面に取り付けたことを特徴とするさや管推進工法用新設管。


A seat (16) according to any one of claims 1 to 3 , wherein the straight pipe portion (15) is a sheath pipe with a slot (13) provided at one end and a receptacle (14) provided at the other end. ) Is attached to the outer peripheral surface of the receiving port (14), and a new pipe for a sheath pipe propulsion method.


JP2006027321A 2006-02-03 2006-02-03 Saya tube propulsion method Expired - Lifetime JP4601559B2 (en)

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JP5714415B2 (en) * 2011-05-24 2015-05-07 吉佳エンジニアリング株式会社 Repair method
CN112302136B (en) * 2020-11-26 2025-07-15 湖南建工集团有限公司 A new and old drainage pipe connection structure and construction method under non-interception conditions

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JPS5423123Y2 (en) * 1977-09-16 1979-08-09
JPS6030535Y2 (en) * 1980-04-22 1985-09-12 株式会社クボタ Pipe for insertion into existing pipe

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