Branch pipe liner bag and branch pipe lining method

Abstract: A branch pipe lining method is provided which utilizes a branch pipe liner bag (1) composed of a tubular resin-absorbent material (2) having a flange (3) formed at one end thereof, wherein the outer surface of the tubular resin-absorbent material is covered with a highly air-tight film (4), and the tubular resin-absorbent material is impregnated with an unhardened hardenable resin, and a cylindrical fluid pressure sealing member (5) is attached to the inner surface of the flange (3). A cylindrical front end nozzle (16) attached to an opening at one end of a pressure bag (13) is inserted into the fluid pressure sealing member (5) of the branch pipe liner bag (1), and the front end nozzle (16) and the fluid pressure sealing member (5) are sealed by an elastic member (17) interposed therebetween. Then, a pressurized fluid is supplied into the pressure bag (13), with the flange (3) of the branch pipe liner bag (1) being in close contact with an opening of a branch pipe (11), to evert and insert the branch pipe liner bag (1) into the branch pipe (11) from a main pipe (10) toward the ground. The hardenable resin impregnated in the branch pipe liner bag (1) is hardened with the inserted branch pipe liner bag being pressed onto an inner wall of the branch pipe (11), followed by pulling the front end nozzle (16) out from the fluid pressure sealing member (5) to tear the pressure bag (13) off the branch pipe liner bag (1).

Description: The present invention relates generally to pipe lining techniques, and more particularly to a method of lining a branch pipe using a branch pipe liner bag having a hardened flange at one end thereof for easy and reliable positioning. When an underground pipe, such as a pipeline or passageway, becomes defective or too old to perform properly, the pipe is repaired and restored without digging the earth to expose the pipe and disassembling the sections of the pipe. This non-digging method of repairing an underground pipe has been known and practiced commonly in the field of civil engineering. The pipe lining method utilizes a tubular pipe liner bag made of a resin absorbent material impregnated with a hardenable resin, and having the outer surface covered with a highly air-tight plastic film. The tubular pipe liner bag is inserted into a pipe to be repaired by means of a pressurized fluid such that the pipe liner bag is turned inside out as it proceeds deeper in the pipe. Hereinafter, this manner of insertion shall be called "everting". When the entire length of the tubular liner bag is everted (i.e., turned inside out) into the pipe, the everted tubular liner bag is pressed against the inner wall of the pipe by a pressurized fluid, and the tubular flexible liner is hardened as the hardenable resin impregnated in the liner is heated, which is effected by heating the fluid filling the tubular liner bag. It is thus possible to line the inner wall of the defective or old pipe with a rigid liner without digging the ground and disassembling the pipe sections. Generally, a main pipe of sewerage pipe lines or the like may have a plurality of branch pipes confluent thereto, which can also be lined by a method similar to that mentioned above. An example of applying the above-mentioned method to a branch pipe is illustrated in Fig. 17. Fig. 17 is a cross-sectional view illustrating a conventional branch pipe lining method, wherein a pressure bag 113 for eversion is inserted into a main pipe 100. Since this pressure bag 113 must be eventually separated from a branch pipe liner bag 101, a sealed tube 130 must be connected to the pressure bag 113 for applying a pressure to the branch pipe liner bag 101. The pressure bag 113 is supplied with compressed air or the like, and the sealed tube 130 and the branch pipe liner bag 101 are inserted inside out into a branch pipe 111. With the illustrated state maintained, a hardenable resin impregnated in the branch pipe liner bag 101 is hardened. Then, the sealed tube 130 is pulled out of the branch pipe 111 (branch pipe liner bag 101), and the inner wall of the branch pipe 111 is lined with the hardened branch pipe liner bag 101, thus repairing the branch pipe 111. In the method mentioned above, however, a sealed tube of an appropriate length must be prepared for a branch pipe of a different length each time a different branch pipe is repaired, thus requiring a replacement of a sealed tube for each branch pipe. To solve the inconvenience mentioned above, a branch pipe lining method illustrated in Figs. 18 and 19 has been previously proposed by the present inventors. Figs. 18 and 19 are cross-sectional views illustrating the previously proposed branch pipe lining method. In this method, an air-tight connection between a pressure bag 213 and a branch pipe liner bag 201 is provided by a tear-off tube 230, one end of which is temporarily bonded to the branch pipe liner bag 201. In these drawings, a guide tube 231 is disposed in a main pipe 210, and an air mat 232 is used to urge a flange 203 of the branch pipe liner bag 201 onto the inner wall surface of the main pipe 210. Also, an in-pipe work robot 212 has been introduced in the main pipe 210. Specifically, as illustrated in Fig. 18, when a pressure bag 213 is supplied with compressed air with the flange 203 of the branch pipe liner bag 201 maintained pressed onto the inner wall of the main pipe 210, the branch pipe liner bag 201 is everted and inserted into the branch pipe 211 in a direction indicated by a white arrow by the action of the compressed air which applies a pressure to the branch pipe 211. When the branch pipe liner bag 201 has been completely inserted into the branch pipe 211 over the entire length thereof, a hardenable resin impregnated in the branch pipe liner bag 201 is hardened to line the branch pipe 211 with the hardened branch pipe liner bag 201, thus repairing the branch pipe 211. After the branch pipe is lined as mentioned above, the pressure bag 213 is moved in a direction indicated by a horizontal arrow as illustrated in Fig. 19. Since the pressure bag 213 and the in-pipe work robot 212 are linked together by the guide tube 231, the in-pipe work robot 212 is also moved in the same direction. The tear-off tube 230 temporarily bonded to the branch pipe liner bag 201 is torn off the temporarily bonded portion, and separated from the branch pipe liner bag 201. Therefore, according to the method mentioned above, since the air-tight connection between the pressure bag 213 and the branch pipe liner bag 201 is provided by the tear-off tube 230, the same tear-off tube 230 can be used even if a branch pipe of a different length is to be lined, thus eliminating the replacement of the sealed tube 230 in the method illustrated in Fig. 17. However, when the tear-off tube 230 is torn off, the tear-off tube 230 may not be completely removed from the branch pipe liner bag 201 with a portion thereof remaining on the inner wall of the branch pipe liner bag 201. The remaining portion of the tear-off tube 230 acts as unwanted flash which causes problems such as a deteriorated inner wall surface of the branch pipe 211, attachment of flowing substances within the branch pipe 211 to the flash, and so on. Attention is also drawn to the disclosure of EP-A-0 691 507. The present invention has been made in view of the problems mentioned above, and its object is to provide a branch pipe lining method which is capable of maintaining a satisfactory condition of the inner surface of a lined branch pipe. To achieve the above object, the method of the present invention utilizes a branch pipe liner bag comprising a tubular resin-absorbent material having a flange formed at one end thereof, wherein the outer surface of the tubular resin-absorbent material is covered with a highly air-tight film, and the tubular resin-absorbent material is impregnated with an unhardened hardenable resin, and a cylindrical fluid pressure sealing member is attached to the inner surface of the flange, the fluid pressure sealing member constituting a sealing wall surface. In the branch pipe liner bag, the tubular resin absorbent material preferably includes a flange attached at one end thereof, the flange being separate from the tubular resin absorbent material, the flange serving as the fluid pressure sealing member. The fluid pressure sealing member may include a protrusion which protrudes into a branch pipe after the branch pipe has been lined. Alternatively, the fluid pressure sealing member may include a protrusion which protrudes into a main pipe after a branch pipe has been lined. Also, the fluid pressure sealing member may be made of metal or hard plastic. The present invention provides a branch pipe lining method for lining a branch pipe using a branch pipe liner bag comprising a tubular resin-absorbent material having a flange formed at one end thereof, the outer surface of the tubular resin-absorbent material being covered with a highly air-tight film, and the tubular resin-absorbent material being impregnated with an unhardened hardenable resin, and a cylindrical fluid pressure sealing member attached to the inner surface of the flange and constituting a sealing wall surface, the method comprising the steps of inserting a cylindrical front end nozzle attached to an opening at one end of a pressure bag into the fluid pressure sealing member of the branch pipe liner bag, the pressure bag accommodating the tubular resin absorbent material of the branch pipe liner bag except for the flange; sealing the front end nozzle and the fluid pressure sealing member by an elastic member interposed therebetween; supplying a pressurized fluid into the pressure bag, with the flange of the branch pipe liner bag being in close contact with an opening of a branch pipe, to evert and insert the branch pipe liner bag into the branch pipe from a main pipe toward the ground; hardening the hardenable resin impregnated in the branch pipe liner bag with the inserted branch pipe liner bag being pressed onto an inner wall of the branch pipe; and pulling the front end nozzle out from the fluid pressure sealing member to tear the pressure bag off the branch pipe liner bag. In the branch pipe lining method, the sealing step may include the steps of mounting the elastic member to the outer periphery of the front end nozzle, inserting the front end nozzle into the fluid pressure sealing member, and pressing the elastic member onto the inner wall surface of the fluid pressure sealing member. Alternatively, the sealing step of the branch pipe lining method may include the steps of mounting the elastic member to the outer periphery of the front end nozzle, fitting the front end nozzle on the outer periphery of a protrusion of the fluid pressure sealing member, the protrusion protruding toward the main pipe, and pressing the elastic member onto the outer surface of the protrusion of the fluid pressure sealing member. The branch pipe lining method may further comprise the step of inflating the elastic member by the action of a fluid pressure. Thus, according to the branch pipe lining method of the present invention performed using the branch pipe liner bag, an air-tight connection between the pressure bag and the branch pipe liner bag is made by the elastic member interposed between the front end nozzle and the fluid pressure sealing member. After a branch pipe has been lined, the front nozzle is pulled out from the fluid pressure sealing member to separate the pressure bag from the branch pipe liner bag, thus eliminating a tear-off tube which has been conventionally required for the branch pipe lining method. Consequently, the branch pipe liner bag is only left in the branch pipe to maintain a favourable surface state of the lined branch pipe. The present invention will be further described with reference to the accompanying drawings, in which: Fig. 1 is a cross-sectional view illustrating a branch pipe liner bag according to one embodiment; Fig. 2 is an enlarged cross-sectional view illustrating a flange portion of the branch pipe liner bag according to said embodiment; Figs. 3 - 7 are cross-sectional views each illustrating a branch pipe liner bag according to other embodiments; Figs. 8 - 11 are cross-sectional views illustrating in order various steps of a branch pipe lining method according to the present invention; Figs. 12 - 16 are partial cross-sectional views illustrating sealed states during a branch pipe lining operation using the branch pipe liner bags illustrated in Figs. 3, 4, 5, 6 and 7; and Figs. 17 - 19 are cross-sectional views illustrating in order various steps of a conventional branch pipe lining method. A branch pipe liner bag 1 illustrated in Fig. 1 includes a tubular resin-absorbent material 2 impregnated with an unhardened hardenable resin, one end of which is folded out to form a hard flange 3 integrally with the folded portion. The tubular resin absorbent material 2 has its outer surface coated with a highly air-tight plastic film 4. It should be noted that the flange 3 maintains an arcuate form conformal with the shape of the inner wall of a main pipe 10 (see Fig. 8) by previously hardening a hardenable resin impregnated therein. A material for the unwoven fabric constituting the tubular resin absorbent material 2 may be selected from polyester, polypropylene, nylon, acrylic fabric, vinylon or the like. The hardenable resin impregnated in the tubular resin absorbent material 2 may be unsaturated polyester resin, epoxy resin, vinyl ester resin, or the like. A material for the plastic film 4 may be selected from polyethylene, vinyl chloride, vinylon, polyurethane, nylon, polypropylene, copolymers of polyethylene and nylon, and so on. It should be noted that a cylindrical fluid pressure sealing member 5 is attached to the inner surface of the branch pipe liner bag 1 adjacent to the flange 3. The fluid pressure sealing member 5 is integrally molded by an injection method using metal or hard plastic. A ring-shaped flange 5a is formed around the outer periphery of the fluid pressure sealing member 5 at an intermediate height position. A protrusion 5b extending upwardly from the flange 5a protrudes into a branch pipe 11 (see Fig. 8) after the completion of a branch pipe lining operation, while a protrusion 5c extending downwardly from the flange 5a protrudes into the main pipe 10 after the completion of the branch pipe lining operation. The fluid pressure sealing member 5 has its flange 5a sandwiched by the flange 3 of the branch pipe liner bag 1 as illustrated to be attached to an inner wall portion adjacent to the flange 3 as mentioned above. The inner surface of the fluid pressure sealing member 5 constitutes a sealing wall surface which receives an urging force from an elastic body 17 (see Fig. 8) to seal a fluid pressure. As illustrated in greater detail in Fig. 2, the hardened hardenable resin impregnated in the flange of the branch pipe liner bag 1 forms a hardened portion of a height h at a position adjacent to the flange 3 of the tubular resin absorbent material 2. The height h of this hardened portion, however, varies in the circumferential direction and is not constant. For this reason, the tubular resin absorbent material of the conventional branch pipe liner bag is generally bent at a different height (corresponding to a height H in Fig. 2) each time a branch pipe is lined with such a branch pipe liner bag. For more accurately positioning the flange of the branch pipe liner bag at an opening to a branch pipe in a branch pipe lining operation, the height H of the bent portion of the branch pipe liner bag (tubular resin absorbent material) is preferably larger. However, an excessively large height would cause a problem in that the bent portion of the branch pipe liner bag, introduced into the main pipe by a remotely controlled in-pipe work robot might come in contact with the inner wall of the branch pipe, resulting in damaging the branch pipe liner bag. The height H of the bent portion of the branch pipe liner bag therefore should be set at a maximum value within a range in which the bent portion of the branch pipe liner bag does not come in contact with the inner wall of the main pipe during the transportation of the branch pipe liner bag into the main pipe. Such setting, however, is virtually impossible due to the reason set forth above. In the branch pipe liner bag 1 according to the present invention, on the other hand, since the fluid pressure sealing member 5 is attached to the inner surface of the flange 3, the tubular resin absorbent material 2 abuts to the upper end of the protrusion 5b of the fluid pressure sealing member 5, extending upwardly from the upper surface of the flange 3 by a height H 1 (h<H 1 <H). The tubular resin absorbent material 2 is bent by the protrusion 5b of the fluid pressure sealing member 5 at a height H which is always constant irrespective of the height h of the hardened portion, so that the bending height H can be maintained at an optimal value (a maximum value available without causing a contact with the inner wall of the main pipe 10). Next, branch pipe liner bags according to other embodiments will be described with reference to Figs. 3 - 7. A branch pipe liner bag 1 illustrated in Fig. 3 includes a fluid pressure sealing member 5 secured to a flange 3 with a plurality of bolts 6 and nuts 7. More specifically, a flange 5a of the fluid pressure sealing member 5 is pressed onto the lower surface of the flange 3, and the fluid pressure sealing member 5 is secured to the flange 3 with a plurality of the bolts 6 extending through the flange 5a and the flange 3 and the same plurality of the nuts 7 engaged with the respective bolts 6. The fluid pressure sealing member 5 of this embodiment also has protrusions 5b, 5c extending upwardly and downwardly, respectively. A branch pipe liner bag 1 illustrated in Fig. 4 has a fluid pressure sealing member 5 attached thereto in a similar manner to that illustrated in Fig. 1. Additionally, the fluid pressure sealing member 5 has its upper end portion bent inwardly to form a bent end portion 5d which defines a space formed in a inverted C shape in cross-section. The fluid pressure sealing member 5 of this embodiment also has protrusions 5b, 5c extending upwardly and downwardly, respectively. Branch pipe liner bags 1 illustrated in Figs. 5 - 7 each have another flange 8, separate from a branch pipe liner bag 1, attached to one end of the branch pipe liner bag 1. In these branch pipe liner bags 1, the flange 8 also serves as a fluid pressure sealing member. The flange 8 is integrally molded by an injection method using metal or hard plastic. More specifically, in the branch pipe liner bag 1 illustrated in Fig. 5, one end of the tubular resin absorbent material 2 is folded out, fitted into a cylindrical protrusion 8a of the flange 8 (a portion protruding into a branch pipe 11 after a branch pipe lining operation is completed), and fixedly fastened by a band 9. This flange 8 does not have a protrusion protruding into a main pipe 10 after the branch pipe lining operation is completed. The branch pipe liner bag 1 illustrated in Fig. 6 also has a flange 8 attached to one end portion of a tubular resin absorbent material 2, which is folded out, in a manner similar to the branch pipe liner bag 1 illustrated in Fig. 5. This branch pipe liner bag 1 differs from that illustrated in Fig. 5 in that the flange 8 has both a protrusion 8a protruding into a branch pipe 11 and a protrusion 8b protruding into a main pipe 10 after a branch pipe lining operation is completed. The branch pipe liner bag illustrated in Fig. 7 has a flange 8 composed of upper and lower separate pieces 8A, 8B. One end of a tubular resin absorbent material 2, which is folded out, is extended outwardly, and the extended portion is sandwiched by the upper and lower separate pieces 8A, 8B. Then, the upper and lower separate pieces 8A, 8B of the flange 8 and the extended end portion of the tubular resin absorbent material 2 are integrally fastened by a plurality of bolts 6 extending therethrough and the same plurality of nuts 7 engaged with the respective bolts 6. The upper and lower separate pieces 8A, 8B of the flange 8 are formed with cylindrical protrusions 8c, 8d, respectively, which protrude into a branch pipe 11 after a branch pipe lining operation is completed. Next, a branch pipe lining method according to the present invention performed using the branch pipe liner bag 1 illustrated in Fig. 1 will be described with reference to Figs. 8 - 11. Figs. 8 - 11 are cross-sectional views illustrating in order various steps of the branch pipe lining method of the present invention. As illustrated, a main pipe 10 of a sewage pipe line or the like has a branch pipe 11, having a smaller diameter, confluent thereto. Within the main pipe 10, an in-pipe work robot 12, a pressure bag 13 for eversion, the branch pipe liner bag 1 and so on have been introduced for operations associated with the branch pipe lining method. The in-pipe work robot 12 is hydraulically driven. A hydraulic cylinder 14 is attached to a head portion 12a of the robot 12, and a setting arm 15 is attached to a vertically slidable rod 14a (see Fig. 9) of the hydraulic cylinder 14. A cylindrical front end nozzle 16 extends through and is supported by the setting arm 15. A ring-shaped elastic member 17 is fitted on the top outer periphery of the front end nozzle 16, while an opening at one end of the pressure bag 13 is attached to the outer periphery of the lower end of the front end nozzle 16. A hydraulic hose 18 and a pull rope 19 are attached to the in-pipe work robot 12, and a TV camera 20 for monitoring is installed on the top of the in-pipe work robot 12. The hydraulic hose 18 is connected to a hydraulic pump, not shown, installed on the ground, while the TV camera 20 is connected to a monitor, not shown, similarly installed on the ground, through an electric cable 21. The pressure bag 13 has the other end (closed end) connected with an air hose 22 and a pull rope 23. The air hose 22 is connected to a compressor, not shown, installed on the ground. As illustrated in Figs. 8 and 9, the branch pipe liner bag 1 has its flange 3 set on the setting arm 15, and the uneverted tubular resin absorbent material 2 except for the flange 3 is accommodated in the pressure bag 13. The front end nozzle 16 is inserted into the fluid pressure sealing member 5 of the branch pipe liner bag 1 from below, wherein the elastic member 17 fitted on the top outer periphery of the front end nozzle 16 is pressed onto the inner wall of the fluid pressure sealing member 5 to provide air-tight sealing between the front end nozzle 16 and the fluid pressure sealing member 5. The inner surface of the fluid pressure sealing member 5 constitutes a sealed wall surface which receives an urging force of the elastic member 17 to seal a fluid pressure. With the configuration described above, the pull rope 23 is pulled, for example, to the left (indicated by an arrow) as illustrated in Fig. 8 to move the integrally assembled in-pipe work robot 12, pressure bag 13, branch pipe liner bag 1 and so on in the same direction inside the main pipe 10. In this event, since the bending height H (see Fig. 2) of the branch pipe liner bag 1 is maintained at an optimal value (a maximum value available without causing a contact with the inner wall of the main pipe 10) as mentioned above, the branch pipe liner bag 1 would never come into contact with the main pipe 10 to be damaged thereby. Then, the flange 3 of the branch pipe liner bag 1 is positioned at an opening of the branch pipe as illustrated in Fig. 9, while monitoring the operation on the ground through the TV camera 20 installed on the in-pipe work robot 12. Subsequently, the rod 14a of the hydraulic cylinder 14 is elevated to bring the flange 3 of the branch pipe liner bag 1 into close contact with the periphery of the opening of the branch pipe 11. Since the branch pipe liner bag 1 has the bending height H (see Fig. 2) fixed at the optimal value (a maximum value available without causing a contact with the inner wall of the main pipe 10) as mentioned above, the flange 3 can be readily and reliably positioned. In a state illustrated in Fig. 9, a closed space S defined by the branch pipe liner bag 1 is formed within the pressure bag 13. Since the front end nozzle 16 and the fluid pressure sealing member 5 are air-tight sealed by the elastic member 17, a high sealability is ensured for the closed space S. In the state described above, a compressor, not shown, installed on the ground is driven to supply compressed air into the closed space S within the pressure bag 13 from the air hose 22, causing the tubular resin absorbent material 2 of the branch pipe liner bag 1 to be everted and inserted into the branch pipe 11 from the main pipe side, as indicated by broken lines in Fig. 9, by the pressure of the compressed air applied to the tubular resin absorbent material 2. Then, as illustrated in Fig. 10, when the tubular resin absorbent material 2 of the branch pipe liner bag 1 has been everted and inserted into the branch pipe 11 over the entire length thereof, the hardenable resin impregnated in the tubular resin absorbent material 2 is hardened by an appropriate method, with the tubular resin absorbent material 2 remaining pressed onto the inner wall surface of the branch pipe 11. In this way, the branch pipe 11 has its inner wall surface lined with the hardened branch pipe liner bag 1, thus repairing and reinforcing the inner wall surface of the branch pipe 11. After the branch pipe 11 has been lined as described above, the rod 14a of the hydraulic cylinder 14 is lowered and the front end nozzle 16 is pulled out from the fluid pressure sealing member 5 of the branch pipe liner bag 1. This results in separation of the front end nozzle 16 and the pressure bag 13, attached thereto, from the branch pipe liner bag 1, so that the pull rope 23 is pulled to the left (indicated by an arrow) in Fig. 11 to move the pressure bag 13, the in-pipe work robot 12, and so on in the same direction. Consequently, only the branch pipe liner bag 1 is left in the branch pipe 11, thus completing a sequence of lining operations for the branch pipe 11. According to the branch pipe lining method of the present invention performed using the branch pipe liner bag 1 of the present invention, an air-tight connection between the pressure bag 13 and the branch pipe liner bag 1 is made by the elastic member 17 interposed between the front end nozzle 16 and the fluid pressure sealing member 5. After a branch pipe has been lined, the front nozzle 16 is pulled out from the fluid pressure sealing member 5 to separate the pressure bag 13 from the branch pipe liner bag 1, thus eliminating a tear-off tube which has been conventionally required for the branch pipe lining method. Thus, only the branch pipe liner bag 1 is left in the branch pipe to maintain a favourable surface state of the lined branch pipe 11. Now, sealing states of the branch pipe liner bags previously illustrated in Figs. 3 - 7 during a branch pipe lining operation are illustrated in partial cross-sectional views of Figs. 12 - 16, respectively. In the branch pipe liner bag 1 illustrated in Fig. 3, as can be seen in Fig. 12, the front end nozzle 16 having the ring-shaped elastic member 17 secured around the inner periphery of the top end thereof is attached to the protrusion 5c of the fluid pressure sealing member 5 from below and fitted on the outer periphery of the protrusion 5c, with the elastic member pressed onto the outer surface of the protrusion 5c. The front end nozzle 16 and the fluid pressure sealing member 5 are air-tight sealed by the elastic member 17. In addition, the elastic member 17 also provides an air-tight connection between the pressure bag 13 and the branch pipe liner bag 1. It should be noted that in this case, the outer surface of the protrusion 5c of the fluid pressure sealing member 5 constitutes a sealing wall surface which receives an urging force of the elastic member 17 to seal a fluid pressure. In the branch pipe liner bag 1 illustrated in Fig. 4, as can be seen in Fig. 13, the front end nozzle 16 having ring-shaped elastic members 17a, 17b secured around the inner periphery and the outer periphery of the top end thereof is inserted into a space defined by a bent portion 15d in an upper end section of the fluid pressure sealing member 5 from below. Here, the elastic member 17b is connected to a compressor 25 through an air hose 24 such that compressed air is supplied from the compressor 25 to the elastic member 17b through the air hose 24 to inflate the elastic member 17b. Thus, both the elastic members 17a, 17b are pressed onto the front end nozzle 16 and the fluid pressure sealing member 5 with a more strong force, so that the front end nozzle 16 and the fluid pressure sealing member 5 are more reliably sealed by the two elastic members 17a, 17b, thereby providing a secure air-tight connection between the pressure bag 13 and the branch pipe liner bag 1 by the action of the elastic members 17a, 17b. In the branch pipe liner bag 1 illustrated in Fig. 5, as can be seen in Fig. 14, the front end nozzle 16 having the ring-shaped elastic member 17 fitted on the outer periphery of a top end portion thereof is inserted into the protrusion 8a of the flange 8, serving also as a fluid pressure sealing member, from below, and the elastic member 17 is pressed onto the inner surface of the protrusion 8a, so that the front end nozzle 16 and the flange 8 are air-tight sealed by the elastic member 17. The elastic member 17 also provides an air-tight connection between the pressure bag 13 and the branch pipe liner bag 1. It should be noted that in this case, the inner surface of the protrusion 8a of the flange 8 constitutes a sealing wall surface which receives an urging force of the elastic member 17 to seal a fluid pressure. In the branch pipe liner bag 1 illustrated in Fig. 6, as can be seen in Fig. 15, the front end nozzle 16 having the ring-shaped elastic member 17 secured around the inner periphery of a top end portion thereof is fitted on the protrusion 8b of the flange 8, serving also as a fluid pressure sealing member, from below, and the elastic member 17 is pressed onto the outer surface of the protrusion 8b, so that the front end nozzle 16 and the flange 8 are air-tight sealed by the elastic member 17. The elastic member 17 also provides an air-tight connection between the pressure bag 13 and the branch pipe liner bag 1. It should be noted that in this case, the outer surface of the protrusion 8b of the flange 8 constitutes a sealing wall surface which receives an urging force of the elastic member 17 to seal a fluid pressure. In the branch pipe liner bag 1 illustrated in Fig. 7, as can be seen in Fig. 16, the front end nozzle 16 having the ring-shaped elastic member 17 fitted on the outer periphery of a top end thereof is inserted into the separate piece 8B of the flange 8 from below. The elastic member 17 is connected to a compressor 25 through an air hose 24, such that compressed air is supplied from the compressor 25 to the elastic member 17 through the air hose 24 to inflate the elastic member 17. This causes the elastic member 17 to urge onto the inner surface of the separate piece 8B of the flange 8, thereby more reliably sealing the front end nozzle 16 and the flange 8 by the action of the elastic member 17. Thus, the elastic member 17 provides a secure air-tight connection between the pressure bag 13 and the branch pipe liner bag 1, so that the front end nozzle 16 and the flange 8 are air-tight sealed by the elastic member 17. The elastic member 17 also provides an air-tight connection between the pressure bag 13 and the branch pipe liner bag 1. It should be noted that in this case, the inner surface of the protrusion 8d of the separate piece 8B of the flange 8 constitutes a sealing wall surface which receives an urging force of the elastic member 17 to seal a fluid pressure. As will be apparent from the foregoing description, according to the branch pipe lining method of the present invention, an air-tight connection between the pressure bag and the branch pipe liner bag is made by the elastic member interposed between the front end nozzle and the fluid pressure sealing member. After a branch pipe has been lined, the front end nozzle is pulled out from the fluid pressure sealing member to separate the pressure bag from the branch pipe liner bag, thus eliminating a tear-off tube which has been conventionally required for the branch pipe lining method. Consequently, only the branch pipe liner bag is left in the branch pipe to maintain a favourable surface state of the lined branch pipe.

Claims: A branch pipe lining method for lining a branch pipe (11) using a branch pipe liner bag (1) comprising a tubular resin-absorbent material (2) having a flange (3) formed at one end thereof, the outer surface of said tubular resin-absorbent material being covered with an air-tight film (4), said tubular resin-absorbent material being impregnated with an unhardened hardenable resin, and a cylindrical fluid pressure sealing member (5) attached to the inner surface of said flange (3), said fluid pressure sealing member constituting a sealing wall surface, said method comprising the steps of: inserting a cylindrical front end nozzle (16) attached to an opening at one end of a pressure bag (13) into said fluid pressure sealing member (5) of said branch pipe liner bag (1), said pressure bag accommodating said tubular resin absorbent material (2) of said branch pipe liner bag except for said flange (3); sealing said front end nozzle (16) and said fluid pressure sealing member (5) by an elastic member (17) interposed therebetween; supplying a pressurized fluid into said pressure bag (13), with said flange (3) of said branch pipe liner bag (1) being in close contact with an opening of a branch pipe (11), to evert and insert said branch pipe liner bag into the branch pipe from a main pipe (10) toward the ground; hardening the hardenable resin impregnated in said branch pipe liner bag (1) with the inserted branch pipe liner bag being pressed onto an inner wall of the branch pipe (11); and pulling said front end nozzle (16) out from said fluid pressure sealing member (5) to remove said pressure bag (13) off said branch pipe liner bag (1). A branch pipe lining method as claimed in claim 1, characterized in that said sealing step includes the steps of mounting said elastic member (17) to the outer periphery of said front end nozzle (16), inserting said front end nozzle into said fluid pressure sealing member (5), and pressing said elastic member onto the inner wall surface of said fluid pressure sealing member. A branch pipe lining method as claimed in claim 1, characterized in that said sealing step includes the steps of mounting said elastic member (17) to the outer periphery of said front end nozzle (16), fitting said front end nozzle on the outer periphery of a protrusion (5c) of said fluid pressure sealing member (5), said protrusion protruding toward the main pipe (10), and pressing said elastic member onto the outer surface of said protrusion of said fluid pressure sealing member. A branch pipe lining method as claimed in any of claims 1 to 3, characterized by further comprising the step of inflating said elastic member (17) by the action of a fluid pressure.

Inventors: AOKI HIROYUKI, ENDOH SHIGERU, KAMIYAMA TAKAO, YOKOSHIMA YASUHIRO, AOKI, HIROYUKI, ENDOH, SHIGERU, KAMIYAMA, TAKAO, YOKOSHIMA, YASUHIRO
Applicants: GET INC, OAR COMPANY, SHONAN GOSEI JUSHI SEISAKUSHO, YOKOSHIMA & CO, GET INC., SHONAN GOSEI - JUSHI SEISAKUSHO K.K., YOKOSHIMA & COMPANY
Application year: 1999
Main classification: B29C63
IPC codes: B29C63, F16L55, B29L23, F16L1, B29K105, B29K101, F16L58