JP2012188804A - Updating method of existing pipe - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide an updating method of an existing pipe, capable of efficiently demolishing and eliminating the existing pipe such as a deteriorated drainpipe provided with secondary lining concrete on an inner peripheral surface of a primary lining segment, and efficiently and accurately constructing a new pipe at the place of the demolition.SOLUTION: By advancing a crusher A provided with a cutter head 2 on a front end of a cylindrical barrel 1, secondary lining concrete P2 in an existing pipe P is crushed and removed in a length direction from the rear end face by the rotating cutter head 2. Then, while advancing a tunnel excavator A provided with a cylindrical body 30 covering a rear end part of a primary lining segment P1 on the front side, the cylindrical body 30 is rotated. Thus, outer peripheral ground of the primary lining segment P1 is excavated by a cutter bit 31 projected at the front end of the cylindrical body 30, the primary lining segment P1 covered with the cylindrical body 30 is demolished and removed, and also a new pipe P' is formed inside a rear part of the tunnel excavator A.

Description

  The present invention relates to a method for renewing an existing pipe line such as an aging sewer pipe, in particular, an existing pipe line provided with a secondary lining segment on the inner peripheral surface of a primary lining segment.

  In order to update an existing pipeline while dismantling an existing pipeline such as a sewer pipe that has deteriorated over many years of use, for example, as described in Patent Document 1, a cylindrical shape having a diameter larger than that of the existing pipeline A tunnel excavator having an annular cutter head provided with a bit for excavating the rear outer periphery of the existing pipe line at the front end opening of the skin plate, and an existing pipe arranged in front of the tunnel excavator A cylindrical hood that covers the road and has a rear end sealed by an end face plate, and the end face plate is connected to a central portion of the partition behind the cutter in the tunnel excavator so as to be swingable in the vertical and horizontal directions via a jack. First, a cutting machine is carried into the rear end portion of the existing pipe line covered with the cylindrical and cylindrical hood body, and a plurality of rear end parts of the existing pipe line are formed by this cutting machine. Block of small pieces The divided excavated block-shaped piece is transported through the existing pipe line, while the existing pipe line is removed for a fixed length, and the tunnel excavator is excavated for a fixed length to form an existing pipe line behind it. The method of doing is known.

  On the other hand, as a method of crushing and removing secondary lining concrete in an existing pipe line provided with secondary lining concrete on the inner peripheral surface of the primary lining segment, for example, as described in Patent Document 2 A plurality of roller cutter support bases, which support a roller cutter at the tip for rotation, are expanded and contracted in the radial direction of the existing pipeline at the center of the length of the equipment base consisting of a long beam in the length direction of the existing pipeline. The above-mentioned device base is provided using a device in which a rotating head that is freely provided is disposed and a scraping plate of glass crushed by a roller cutter is fixed in the direction of rotation of the rotating head. Is fixed at the crushing position of the secondary lining concrete in the existing pipeline, and the rotating head is rotated and a plurality of roller cutter support bases are extended in the radial direction of the existing pipeline to be attached to the tip thereof. The roller cutter is pressed against the inner surface of the secondary lining concrete, the secondary lining concrete is crushed in the thickness direction until it reaches the primary lining segment, and the crushed glass is scraped up with a scraping plate as the rotary head rotates. A device has been developed in which a conveyor is installed in the glass receiving hot and then conveyed backward by the conveyor.

Japanese Patent No. 4094182 JP 2001-115788 A

  However, according to the method for updating an existing pipeline as described above, a tunnel digger follows the cylindrical hood body while moving the cylindrical hood body forward along the outer peripheral surface of the existing pipeline. Since a tunnel for constructing a new pipeline is formed by excavating the outer peripheral ground behind the existing pipeline, not only does the resistance of the cylindrical hood increase, but there is also gravel in the ground. If this happens, it may be difficult to excavate while crushing the gravel, and there is no earth and sand discharge passage excavated by the cylindrical hood body. Since it is sent to the rear tunnel excavator side through the outer peripheral surface of the body, there is a problem that excavation efficiency is lowered because excavation earth and sand cannot be removed smoothly.

  In addition, the tunnel digging machine covers the existing pipeline even if the existing pipeline has an inclined portion, a meandering portion, or a curved portion such as a curved portion during the update of the existing pipeline. Since the machine is excavating the ground behind the existing pipe, the machine axis is deviated vertically and horizontally with respect to the pipe axis of the existing pipe and is newly installed at the buried position of the existing pipe. In addition to the possibility that the pipe line cannot be constructed accurately, the outer diameter of the cylindrical skin plate and cutter head is larger than the outer diameter of the cylindrical hood body. As a result, there is a problem that the new pipe constructed in the tunnel becomes larger in diameter than the existing pipe, and the construction cost is high and the construction period is prolonged.

  In addition, when the existing pipe line is a pipe line in which the secondary lining concrete is provided on the inner peripheral surface of the primary lining segment, there are metal fittings etc. connecting the segments constituting the primary lining segment. Since it exists, the above method cannot dismantle and remove such an existing pipeline.

  On the other hand, Patent Document 2 discloses a method of crushing and removing secondary lining concrete from an existing pipe line in which secondary lining concrete is provided on the inner peripheral surface of the primary lining segment. According to the method, after the roller cutter is pressed against the inner surface of the secondary lining concrete, the end portion of the secondary lining concrete is crushed by a length corresponding to the thickness of the roller cutter after extending in the outer diameter direction. The roller cutter support is shrunk to retract the roller cutter, and then the apparatus base is moved to the next crushing position, and the end portion of the secondary lining concrete is crushed again in the thickness direction at that position in the same manner as described above. Therefore, the crushing efficiency of the secondary lining concrete is reduced and it takes a long time to dismantle, and after crushing and removing the secondary lining concrete, it is attempted to dismantle some lining segments. Also, the outer periphery of the primary lining segment because it is surrounded by the ground, there is a problem that can not be carried out demolition between segments occurs collapse of infiltration or ground groundwater.

  The present invention has been made in view of such problems, and its purpose is to efficiently perform crushing and removal of secondary lining concrete in existing pipelines such as aging sewer pipes. An object of the present invention is to provide a method for renewing an existing pipe line that can reliably and efficiently carry out construction work of a new pipe line along with dismantling and removal of a primary line lining segment after crushing and removing secondary lining concrete.

  In order to achieve the above object, according to the first aspect of the present invention, there is provided a method for renewing an existing pipe line in which a secondary lining concrete is provided on an inner peripheral surface of a primary lining segment. A renewal method comprising: a secondary lining concrete crusher having a cutter head disposed at the front end of a cylindrical body; and a cylinder having a cutter bit protruding from the outer periphery of the primary lining segment at the front end. Using the existing tunnel excavator, the cylindrical body of the secondary lining concrete crusher was supported by the inner peripheral surface of the primary lining segment of the trace that had already been crushed and removed by the cutter head. The secondary lining concrete is crushed forward while rotating the cutter head by moving the cylindrical body forward, and the crushed glass is carried forward through the existing pipeline to remove the secondary lining concrete. After that, the tunnel excavator is advanced while rotating with the cylindrical body provided at the front end of the tunnel excavator covered on the rear end of the primary lining segment from which the secondary lining concrete is removed. By excavating the outer ground of the primary lining segment with a cutter bit protruding from the front end of the cylinder, the primary lining segment is disassembled in the cylinder, and the disassembled segment is carried forward through the primary lining segment. On the other hand, a new pipeline is formed in the rear end portion of the tunnel excavator according to the excavation of the tunnel excavator.

  In the renewal method of the existing pipe line configured as described above, the invention according to claim 2 is the outer peripheral portion of the secondary lining concrete when the secondary lining concrete is crushed by the cutter bit of the secondary lining concrete crusher. It is characterized in that it is crushed so as to remain thin, and the remaining concrete thin layer prevents intrusion of groundwater from the primary lining segment.

  Further, the invention according to claim 3 is characterized in that when the secondary lining concrete is crushed by the secondary lining concrete crusher, a bypass pipe is disposed in the existing pipeline through the secondary lining concrete crusher. The invention according to claim 4 is characterized in that when the primary lining segment is disassembled, a bypass pipe is provided between the existing pipe line and the new pipe line through the tunnel excavator.

  Further, in the invention according to claim 5, the front end of the tunnel excavator is provided with a scoring blade of a backing agent fixed to the outer peripheral surface of the primary lining segment at the front end in the cylinder provided at the front end of the tunnel excavator. An inner cylinder mounted with a sealing material slidably in contact with the outer peripheral surface of the primary lining segment is disposed on the inner peripheral surface of the section, and further, between the outer peripheral surface of the inner cylinder and the inner peripheral surface of the cylindrical body. A gap is formed in the earth and sand intake passage.

  According to the first aspect of the present invention, there is provided a method for updating an existing pipe line in which secondary lining concrete is provided on the inner peripheral surface of a primary lining segment. First, a cutter head is arranged at the front end of a cylindrical body. Using the existing secondary lining concrete crusher, the cylindrical body of this secondary lining concrete crusher was propelled to the inner peripheral surface of the primary lining segment that had already been crushed and removed by the cutter head While supporting the reaction force, the cylindrical body is advanced, and the secondary lining concrete is crushed forward while rotating the cutter head, so the cutter head is pressed against the rear end surface of the secondary lining concrete. The secondary lining concrete can be crushed efficiently and accurately in the length direction along the inner peripheral surface of the primary lining segment as it advances into the cylindrical body. In the street Through By carrying out forward, it is possible to smoothly eliminate while tuning the removal operation of the secondary lining concrete crushing operation by the cutter head.

  In addition, after crushing and removing the secondary lining concrete with this secondary lining concrete crusher, the cylinder provided at the front end of the tunnel excavator is placed after the primary lining segment removing the secondary lining concrete. By advancing the tunnel excavator while rotating with the end covered, the cylinder is advanced along the outer peripheral surface of the primary lining segment integrally with the tunnel excavator, and is moved to the front end of the cylinder. With the cutter bit provided, the outer ground of the primary lining segment can be excavated accurately and continuously, and the excavated earth and sand can be taken into the cylinder and taken into the tunnel excavator. In synchronization with this excavation, the rear end of the primary lining segment that is taken into the cylinder is disassembled in the cylinder, and the disassembled segments are sequentially passed through the existing pipeline. It is possible to smoothly discharge to the front, in the rear portion of the tunneling machine can continue to applying a new line in accordance with the excavation of the tunnel boring machine.

  At this time, since the outer peripheral ground of the existing pipeline is excavated while covering the rear end portion of the existing pipeline with the cylindrical body, an inclined portion or a meandering portion is added to the existing pipeline while the existing pipeline is being updated. Alternatively, even if a curved part such as a curved part exists, the cylinder can smoothly dig along the outer peripheral surface of the existing pipe line while changing its direction to the pipe axis direction of the existing pipe line, It is possible to accurately construct a new pipeline that has the same inclined portion and curved portion as the inclined portion and curved portion of the existing pipe line on the rear part side of the main body and has substantially the same diameter as the existing pipe line.

  Moreover, according to the invention which concerns on Claim 2, when crushing secondary lining concrete with the cutter bit of the said secondary lining concrete crushing machine, it crushes so that the outer peripheral part of secondary lining concrete may remain thin. Therefore, this residual thin layer of concrete prevents secondary water from entering the secondary lining concrete crusher or existing pipes through gaps between the segments of the primary lining segment. It is possible to smoothly carry out the crushing work of concrete and the work of carrying out the crushed glass through the existing pipeline.

  Further, according to the invention according to claim 3, when the secondary lining concrete is crushed by the secondary lining concrete crusher, the bypass pipe is disposed in the existing pipe line through the secondary lining concrete crusher. If the existing pipe is a sewage pipe in use, the secondary lining concrete of the sewage pipe can be crushed and removed while circulating the sewage through the bypass pipe without stopping the flow of the sewage. . Similarly, in the invention according to claim 4, since the bypass pipe is disposed between the existing pipeline and the new pipeline through the tunnel excavator when the primary lining segment is dismantled, the flow of sewage or the like is not stopped. The existing pipeline can be updated.

  According to the invention which concerns on Claim 5, while the cylindrical body provided in the front end of the said tunnel excavator is protrudingly provided with the backing blade of the backing agent fixed to the outer peripheral surface of the primary lining segment at the front end, Since an inner cylinder fitted with a sealing material that is in sliding contact with the outer peripheral surface of the primary lining segment is disposed on the inner peripheral surface of the front end, groundwater, earth and sand, etc. pass through the inner cylinder through the inner cylinder. It is possible to excavate the outer peripheral ground of the existing pipe line while preventing intrusion into the inner pipe, and further, such as a backing agent fixed to the outer peripheral surface of the existing pipe line by a piercing blade protruding from the front end of the inner cylinder The hardened layer can be removed to facilitate the dismantling of the existing pipe line after dredging, and the beaten piece of the hardened layer that has been beaten together with the cylinder and the sand excavated by the front end cutter bit of the cylinder Tunneling through the sediment discharge passage formed between the inner cylinder It can be fed into the machine.

The simplified longitudinal side view of the state which is crushing and removing the secondary lining concrete of the existing pipe line. The simplified longitudinal side view of a state where a new pipeline is being constructed while dismantling and removing the primary lining segment of the existing pipeline. The simplified longitudinal side view of the secondary lining concrete crusher. The front view. A simplified longitudinal side view of a tunnel excavator. The front view. II sectional view taken on the line in FIG.

  Next, a specific embodiment of the present invention will be described with reference to the drawings. FIG. 1 shows an existing pipeline P in which a secondary lining concrete P2 is integrally provided on the inner peripheral surface of a primary lining segment P1. When updating to P ', the secondary lining concrete P2 in the existing pipeline P is crushed and removed, and the secondary lining concrete crusher A is as shown in Figs. The main body is a steel tubular body 1 of a certain length whose outer diameter is slightly smaller than that of the secondary lining concrete P2, and the cutter head 2 is rotatable at the front end opening of the tubular body 1. The roller cutter 3 is rotatably supported at regular intervals in the circumferential direction at a plurality of locations on the outer peripheral end of the cutter head 2, and the secondary covering is provided by these roller cutters 3. It is configured to crush the engineered concrete P2.

  Further, an opening 4 penetrating in the front-rear direction is provided at the center of the cutter head 2 and a glass inlet 5 is provided between the roller cutters 3 and 3 adjacent to each other. Scrapers 6, 6 for projecting the glass of the secondary lining concrete P <b> 2 crushed by the roller cutter 3 into the glass intake port 5 are provided protruding forward.

  In the opening 4, a glass receiving hopper 7 whose upper end is open upward is disposed with its front part protruding forward from the cutter head 2 and its rear part protruding into the machine. A glass scooping plate 8 for scooping up the glass taken into the machine through the glass inlet 5 on the rear surface of the outer peripheral part of the cutter head 2 and feeding it into the rear part of the glass receiving hopper 7 at a predetermined interval in the circumferential direction. The above-mentioned glass receiving hopper is raised by scraping up the glass that has been crushed by the roller cutter 3 on the front surface of the outer periphery of the cutter head 2 and dropped onto the inner bottom surface of the secondary lining concrete P2 on the front surface side of the cutter head 2. 7 is provided at a predetermined interval in the circumferential direction. Further, a bypass pipe H made of a flexible hose is inserted into the opening 4 so as to be piped.

  The lower end of the glass receiving hopper 7 is open, and the conveying start end of the belt conveyor 10 is exposed at the lower end of the opening. The belt conveyor 10 allows the glass to be carried forward through the existing pipeline P. It is configured.

  The cylindrical main body 1 is divided into two parts, a front cylinder 1a and a rear cylinder 1b in which the front end part is slidably overlapped in the rear end part of the front cylinder 1a. A plurality of portions of the inner peripheral surface of the rear end portion and the inner peripheral surface of the front end portion of the rear cylinder 1b are connected by a slide jack 11, and a plurality of front grippers 12 and rear grippers 13 are connected to the front cylinder 1a and the rear cylinder 1b. Are arranged respectively.

  The cutter head 2 is rotatably supported by a partition wall 1c having an outer peripheral end surface fixed to the inner peripheral surface of the front end portion 1a of the cylindrical body 1, and the cutter head 2 is mounted on the rear surface of the partition wall 1c. A drive motor 14 for rotational driving is mounted.

  In order to crush and remove the secondary lining concrete P2 in the existing pipeline P composed of aged sewer pipes by the secondary lining concrete crusher A configured in this way, this crusher A is moved to the start side (Fig. After that, the rear end surface of the secondary lining concrete P2 is crushed and removed by the roller cutter 3 toward the front (reach side) by advancing the cylindrical body 1 while rotating the cutter head 2. To go.

  Specifically, as shown in FIGS. 1 and 3, the crusher A is arranged in the primary lining segment P1 of the removal site of the secondary lining concrete P2 that has already been crushed and removed by the crusher A. In this state, the bypass pipe H for circulating the sewage and the like during the operation is inserted from the central opening 4 of the cutter head 2 of the crusher A through the opening (not shown) provided in the partition wall 1c. And the roller cutter 3 of the cutter head 2 is brought into contact with the rear end surface of the already-cut secondary lining concrete P2. Then, the rear body 1b of the cylindrical body 1 is pulled toward the front body 1a by the slide jack 11, and the rear gripper 13 is crushed from the secondary lining concrete P2, and the thin inner layer portion of the secondary lining concrete P2 is removed. The cutter head 2 is rotated by the drive motor 14 with the front side gripper 12 being separated from the inner peripheral surface of the primary lining segment P1 by being crimped onto the inner peripheral surface of the remaining primary lining segment P1. And the slide jack 11 is extended.

  The front barrel 1a advances by the extension of the slide jack 11, and the secondary lining concrete P2 is gradually crushed and cut according to the extension amount of the slide jack 11 from the rear end surface to the front by the roller cutter 3. The cutting edge of the circular crushing blade of the roller cutter 3 is located slightly in the inner diameter direction from the inner peripheral surface without contacting the inner peripheral surface of the primary lining segment P1 of the existing pipe line P. Therefore, the secondary lining is performed. The outer peripheral part of the concrete P2 remains as a thin concrete layer without being crushed, and the secondary lining concrete P2 is removed by the roller cutter 3 while preventing the groundwater from entering the existing pipeline P by the thin layer of concrete. Crush.

  The shattered secondary lining concrete P2 is scraped up by the scraper 6 and taken into the back side of the cutter head 2 through the glass inlet 5, and is scraped up by the scooping plate 8 to the upper position. Then, it is put into the glass receiving hopper 7 from the scraping plate 8. Further, the gravel that is dropped on the front surface of the cutter head 3 without being scraped by the scraper 6 and accumulates on the inner bottom surface of the secondary lining concrete P2 in front of the roller cutter 3 is a gravel scooping plate 9. Is picked up and transferred upward, and the glass is put into the glass receiving hopper 7 from the upper position. The glass thus loaded into the glass receiving hopper 7 is transferred onto the belt conveyor 10 and carried forward, and travels on the rail 15 laid on the inner bottom surface of the existing pipeline P as shown in FIG. To be loaded on the transporting toro 16 and carried to the arrival side. The belt conveyor 10 moves forward with the crusher A in a constant manner, and the rear end of the rail 15 is removed according to this movement.

  Thus, when the rear end portion of the secondary lining concrete P2 is crushed and removed by the amount of advance of the crusher A by the cutter head 2, the thin layer of the secondary lining concrete P2 remains on the front gripper 12. The front cylinder 1a is fixed by crimping to the inner peripheral surface of the lining segment P1, while the rear gripper 13 is retracted and then the slide jack 11 is contracted to draw the rear cylinder 1b toward the front cylinder 1a. The rear gripper 13 is extended at the position and pressed onto the inner peripheral surface of the primary lining segment P1, and then the slide jack 11 is extended again in the same manner as described above with the front gripper 12 contracted. Next lining concrete P2 is crushed and removed for a certain length. Then, the secondary lining concrete P2 of the existing pipeline P is removed until reaching the arrival side by repeatedly crushing and removing the secondary lining concrete P2 for a certain length.

  When the crushing and removing operation of the secondary lining concrete P2 in the existing pipeline P by the crusher A is completed, the cylinder 30 provided at the front end of the tunnel excavator B is then primarily covered as shown in FIG. By excavating the outer peripheral ground of the primary lining segment P1 with the cutter bit 31 projecting from the front end of the cylindrical body 30 by moving forward while rotating on the outer peripheral surface of the rear end portion of the construction segment P1 The primary lining segment P1 is dismantled in the cylindrical body 21, the disassembled segment Pa is carried forward and removed, and a new pipeline P ′ is formed in the rear part of the tunnel excavator B.

As shown in FIGS. 5 to 7, this tunnel excavator B has a short cylinder-shaped front body 20 a having a partition wall 21 provided at the front end opening, and the front end part is refracted at the rear end part of the front cylinder 20 a. Joining rear torso 20b
The bent portion is formed in the bent portion 20c, and the inner peripheral surfaces of the front and rear barrels 20a, 20b are connected by a plurality of bent middle jacks 22, The annular back plate 30a of the cylindrical body 30 is rotatably supported at the center of the front surface, and the cylindrical body 30 is rotated via the meshing gear mechanism by the drive motor 24 mounted on the rear surface of the partition wall 21. ing. It should be noted that the outer diameters of the front and rear cylinders 20a and 20b are slightly smaller than the outer diameter of the cylindrical body 30.

  Further, a pipe (not shown) penetrating in the front-rear direction in the center of the front surface of the isolation 21 is provided, and a pipe that protrudes into the center of the rear end portion of the front primary lining segment P1 at the periphery of this hole. The base end surface of the center shaft 23 made of a body is fixed, and the base end of the center shaft 23 is opened in the machine through the hole, and the primary lining segment P1 side and the new pipe line P ′ are opened through the center shaft 23. A bypass pipe H ′ made of a flexible hose is inserted and piped across the side.

  On the other hand, a plurality of cutter bits 31 are projected at small intervals in the circumferential direction at the front end of the cylindrical body 30, and an earth and sand intake 32 is provided between adjacent cutter bits 31 and 31. Further, an inner cylinder 33 having a length shorter than that of the cylindrical body 30 is disposed in the cylindrical body 30, and an annular space portion between the outer peripheral surface of the inner cylinder 33 and the inner peripheral surface of the cylindrical body 30 is formed. Its front end communicates with the earth and sand intake 32 and is formed in the earth and sand discharge / discharge passage 34 and is fixed to the outer peripheral surface while sliding on the outer peripheral surface of the primary lining segment P1 at the front end of the inner cylinder 33. A scissors blade 35 for covering a hardened layer (not shown) such as a backing agent is provided at regular intervals in the circumferential direction, and further, the primary lining segment P1 is formed on the inner peripheral surface of the front end portion of the inner cylinder 33. A sealing material 36 that prevents the intrusion of groundwater and the like that is in sliding contact with the outer peripheral surface is disposed, and the tip injection port penetrates the sealing material 36 in a watertight manner and faces the adjacent cutting blades 35 and 35. The jet water injection nozzle 37 is attached to the inner peripheral surface of the inner cylinder 33.

  An annular rear plate 33a is integrally fixed to the rear end of the inner cylinder 33 in the same manner as the cylindrical body 30, and the ring member 33b fixed to the inner peripheral surface of the rear plate 33a is attached to the partition wall 21. An inner cylinder 33 is supported by an annular support frame 25a fixed to the front end of a short cylindrical member 25 projecting forward in the center of the front surface so as to be tiltable back and forth and left and right. With the support frame 25a as a fulcrum, the direction can be changed in the vertical and horizontal directions. The base portion (rear portion) of the center shaft 23 is fixed to the partition wall 21 through the fixing member 25. Further, a space between the opposing surfaces of the back plate 30a of the cylindrical body 30 and the back plate 33a of the inner cylinder 33 around the fixing member 24 is formed in a muddy water chamber 26 communicating with the rear end of the sediment discharge passage 34. In addition, the mud chamber 26 is connected to the feed mud pipes 27a and 27b piped from the start side through the front and rear trunks 20a and 20b, and the excavated sediment is started through the mud pipes 27a and 27b. It is configured to discharge with mud on the side. Further, when the new pipeline P ′ is constructed by assembling segments, an erector 28 is disposed in the rear cylinder 20b and a plurality of shield jacks 29 are connected to the inner peripheral surface of the front end of the rear cylinder 20b. It is attached to.

  As shown in FIGS. 5 and 7, rollers 40 are attached to the inner peripheral surface of the rear end portion of the inner cylinder 33, and the turning ring 41 is rotated in the circumferential direction by these rollers 40. The support jacks 42 and 42 are mounted on both sides of the front surface of the swivel ring 41 in parallel with the rods facing in the radial direction, and the ends of the rods are connected to each other. The horizontal guide rods 43 and 43 having a fixed length are supported on both sides of the front surface of the member 45 by supporting the base ends of the horizontal guide rods 43 and 43, respectively. The horizontal guide rods 43, 43 are inserted and supported on both side portions of a suspension mechanism 44 that detachably supports an aged segment Pa when the primary lining segment P1 is disassembled. .

  When the tunnel excavator B for renewal of the primary lining segment P1 configured in this way is installed on the start side and the primary lining segment P1 is dismantled and updated to the new pipeline P ′, the rear of the existing pipeline P As shown in FIGS. 2 and 5, a rectangular frame-shaped support leg base 50 is installed to slidably support the front end and the middle part of the center shaft 23 in the front-rear direction. The supporting leg base 50 is fixed by detachably pressing the leg rod 50a projecting radially on the inner peripheral surface of the primary lining segment P1, and between the leg rods 50a, 50a of the supporting leg base 50. A roller conveyor 51 is provided from the center shaft 5 to the front vicinity using the space portion, and a dismantling segment transport carriage 52 that runs on the rail from the front end of the roller conveyor 51 to the arrival side is provided.

  Further, a horizontal guide rod 53 is projected forward from the upper end of the support base 50 that supports the front end portion of the center shaft 23, and is transported to the horizontal guide rod 53 from above the conveyance end portion of the roller conveyor 51. An electric hoist 54 for transferring the dismantling segment Pa to the carriage 52 is suspended so as to be movable back and forth. Further, the bypass pipe H ′ is piped from the primary lining segment P1 through the center shaft 23 and the inside of the machine to the rear of the newly established pipe line P ′, and construction is carried out while circulating the sewage into the bypass pipe H ′. The center shaft 23 is not necessarily provided. The fixing member 25 made of the short cylinder projecting from the partition wall 21 is fixed to the partition wall 21 in a state of passing through the partition wall 21 in the front-rear direction. The bypass pipe H ′ may be configured to be piped through the member 25.

  Then, a new segment Pb is already added by one ring in the rear barrel 1b of the tunnel excavator B constructed as described above, and a reaction jack is applied to the front end face of the newly constructed pipe line P 'so that the shield jack 29 When the cylindrical body 30 covering the outer peripheral surface of the rear end portion of the primary lining segment P1 through the inner cylinder 33 is rotated by operating the rotary drive motor 24 while extending the rod, the cylindrical body 30 is The ground around the primary lining segment P1 in the existing pipe P where the secondary lining concrete P2 is removed is excavated by the cutter bit 31 attached to the front end of the tunnel excavator B while moving forward integrally. .

  Furthermore, the inner cylinder 33 is also advanced integrally with the cylindrical body 30, and a hardened layer such as a backing agent fixed to the outer peripheral surface of the primary lining segment P1 by a beveling blade 35 protruding at the front end thereof. The primary lining segment is formed by jetting jet water from the jet nozzle 37 facing between the adjacent grinding blades 35 and 35 toward the scraped hardened layer. The hardened layer is peeled off from the outer peripheral surface of P1, and the peeled piece is fed forward through the gap between the inner ends of the adjacent cutter bits 31 and 31, and the earth and sand removed together with the earth and sand excavated by the cutter bit 31. The material is taken into the earth and sand discharge passage 34 through the inlet 32.

  This mud drainage passage 34 is filled with mud water supplied to the mud chamber 26 through the mud pipe 27a, and the excavated sediment is mixed into the mud water and taken into the mud chamber 26 from the mud drain passage 34. Then, while being agitated by a scraper in the muddy water chamber 13, it is discharged from the mud pipe 27 b through the new pipe P ′ already constructed behind the tunnel excavator B.

  Further, when the tunnel excavator B reaches the pipe section of the primary lining segment P1 where the curved construction is performed and digs the outer peripheral ground along the curved outer peripheral surface of the pipe section, By operating and refracting the front cylinder 20a with respect to the rear cylinder 20b in the tube axis direction of the primary lining segment P1 that is curved through the middle folding part 20c, the front cylinder 20a is tilted integrally with the front cylinder 20a and the digging direction thereof Is directed to the pipe axis direction of the primary lining segment P1. On the other hand, the inner cylinder 33 is primarily moved by sliding a ring member 33b fixed to the center portion of the back plate 33a from front to back and left and right on the front end annular support frame 25a of the fixing member 25 protruding from the partition wall 21. The primary lining segment P1 is propelled integrally with the cylindrical body 30 while directing the center of the lining segment P1 in the tube axis direction. In addition, the primary lining segment P1 (existing pipeline P) is not limited to the case where the curve construction is performed as described above, but in the pipeline section constructed in an inclined shape or the pipeline section constructed in a meandering state. Even in such a case, it is possible to dig while automatically directing the directions of the cylindrical body 30 and the inner cylinder 33 in the direction of the pipe axis of these pipe sections as described above.

  Thus, as the tunnel excavator B advances, the outer ground of the primary lining segment P1 is excavated by the front end cutter bit 31 of the cylindrical body 30, so that the rear end portion of the primary lining segment P1 to be disassembled next is the inner cylinder 33. When the lining segment having a length equal to or longer than one ring in the primary lining segment P1 is taken into the inner cylinder 33, the shield jack 29 is contracted and the tunnel excavator B is In the rear part of the barrel 20b, a space for an assembly of one ring, a new segment Pb, is provided between the front end surface of the new pipeline P 'already constructed up to the rear barrel 20b and the lot end of the shield jack 29, Within this space portion, a plurality of segments Pb are sequentially connected in the circumferential direction by the erector 28 to form a one-ring lining segment connected to the front end surface of the new pipeline P ′ to extend the new pipeline P ′. . A sealing material 32 that presses against the outer peripheral surface of the front end portion of the newly installed pipe line P ′ is provided around the inner peripheral surface of the rear end portion of the rear barrel 20b.

  On the other hand, in the inner cylinder 33 covering the rear end portion of the primary lining segment P1, a plurality of aged lining segments for one ring at the rear end portion of the primary lining segment P1 are formed. Separate the segment Pa by removing the adjacent segments Pa, bolts connecting the Pa, etc., and move the suspension mechanism 44 on the separated segment Pa to extend the rod of the support jack 42 Thus, the suspension support mechanism 44 is lowered onto the segment Pa, and a tip (not shown) attached to the central portion of the inner surface of the segment Pa is gripped by the tip chuck portion, and then the rod of the support jack 42 The segment Pa is lifted by contraction, and in this state, the suspension support mechanism 44 is moved forward along the horizontal guide rods 43, 43 and transferred onto the conveyance start end portion of the roller conveyor 51.

  The segment Pa transferred onto the roller conveyor 51 is lifted by the electric hoist 54 from the transfer terminal end of the roller conveyor 51 and transferred onto the transport carriage 52, while the suspension mechanism 44 moves back to the original position. After that, the swiveling ring 41 provided with the suspension mechanism 44 is swung in the circumferential direction by an electric motor or the like to move the suspension mechanism 44 onto the next segment Pa, and the segment Pa is moved in the same manner as described above. It is conveyed from the mechanism 44 to the transport cart 52 via the roller conveyor 51 and the electric hoist 54.

  Thus, when the plurality of segments Pa forming the lining segment for one ring at the rear end portion of the primary lining segment P1 are disassembled and removed, the tunnel jack B is extended by extending the shield jack 29 again. The cylindrical body 30 and the inner cylinder 33 are moved forward integrally to excavate the outer peripheral ground of the primary lining segment P1 by the cutter bit 31 attached to the distal end of the cylindrical body 30 and to the distal end of the inner cylinder 33. A muddy water chamber through the earth and sand transport passage 34 together with the excavated earth and sand while scraping off the hardened layer of the backing agent adhered to the outer peripheral surface of the primary lining segment P1 by jet water from the mounted blade 35 and the injection nozzle 37 26, excavating a tunnel with a length corresponding to one ring on the outer periphery of the primary lining segment P1 by removing it backward through the mud pipes 27a and 27b, and shielding The process of contracting the jack 29 and extending the new pipe P ′ by connecting it to the front end of the new pipe P ′ while assembling the new segment Pb in a ring shape by the erector 28 in the rear cylinder 1b, and the inner cylinder 33 In the primary lining segment P1 covered with the primary lining segment P1, the aging segment Pb at the rear end of the primary lining segment P1 is repeatedly disassembled and removed, thereby removing the primary lining segment P1. It will be updated to the new pipeline P '.

  Further, before the rear end portion of the next primary lining segment P1 is disassembled for a certain length, the support leg base 50, the roller conveyor 51, and the like are moved to the next dismantling segment unloading position. In the rear cylinder 20b of the tunnel excavator B, the new pipeline P 'is extended according to the removal length of the primary lining segment P1, and this extension is performed in the rear cylinder 20b as described above. The tunnel excavator B is started each time a tunnel of a predetermined length is excavated while the primary lining segment P1 is dismantled and dismantled according to the propulsion of the tunnel excavator B without assembling a new segment Pb. A new pipeline P ′ may be formed by pushing a new fume pipe while adding it to a side shaft (not shown). Therefore, according to this construction method, the erector 28 and the shield jack 29 are not required.

P Existing pipeline
P1 Primary lining segment
P2 Secondary lining concrete
P 'New pipe line A Secondary lining concrete crusher B Tunnel excavator 1 Tubular body 2 Cutter head 3 Roller cutter 4 Opening 7 Glass receiving hopper
11 Slide jack
12 Front gripper
13 Rear gripper
20a front torso
20b rear torso
21 Bulkhead
26 Mud chamber
30 cylinder
31 Cutter bits
33 inner cylinder
34 Sediment discharge passage
35 Blade

Claims (5)

  A secondary lining concrete crusher in which a secondary lining concrete is provided on the inner peripheral surface of a primary lining segment, and the cutter is provided with a cutter head at the front end of the cylindrical body. And a tunnel excavator provided with a cylindrical body projecting a cutter bit for excavating the outer peripheral ground of the primary lining segment at the front end, and the cylindrical body of the secondary lining concrete crusher is already used by the cutter head. The secondary lining concrete is crushed forward while rotating the cutter head by supporting the propulsion reaction force on the inner peripheral surface of the primary lining segment of the crushed and removed trace and moving the cylindrical body forward, After removing the secondary lining concrete by carrying the crushed glass forward through the existing pipeline, the cylinder provided at the front end of the tunnel excavator is attached to the rear end of the primary lining segment. The tunnel excavator is moved forward while rotating in the closed state, so that the outer ground of the primary lining segment is excavated by the cutter bit protruding from the front end of the cylindrical body and the primary lining segment is An existing pipeline that is disassembled and transports the disassembled segment forward through the primary lining segment, while a new pipeline is formed in the rear end of the tunnel excavator according to the excavation of the tunnel excavator Update method.   When the secondary lining concrete is crushed by the cutter bit of the secondary lining concrete crusher, the secondary lining concrete is crushed so that the outer periphery of the secondary lining concrete remains thin. The method for renewing an existing pipeline according to claim 1, wherein intrusion of underground water is prevented.   The bypass pipe is disposed in the existing pipe line through the secondary lining concrete crusher when the secondary lining concrete crusher is crushed by the secondary lining concrete crusher. Renewal method for existing pipelines.   2. The method for updating an existing pipeline according to claim 1, wherein a bypass pipe is disposed between the existing pipeline and the new pipeline through the tunnel excavator when the primary lining segment is dismantled.   In the cylinder provided at the front end of the tunnel excavator, a scoring blade of a backing agent that sticks to the outer peripheral surface of the primary lining segment is projected at the front end and the outer periphery of the primary lining segment on the inner peripheral surface of the front end portion An inner cylinder mounted with a seal material slidably contacting the surface is disposed, and a gap between the outer peripheral surface of the inner cylinder and the inner peripheral surface of the cylindrical body is formed in the earth and sand intake passage. The update method of the existing pipe line of Claim 1 characterized by the above-mentioned.

Images