JP6302285B2 - Wellhead structure of the reach wall in the propulsion method - Google Patents

Description

  The present invention relates to a structure of a pit opening of a start pit wall and a reaching pit wall in a propulsion method, and a method of forming a through hole (hole) of a propulsion pipe in both walls.

In recent years, when constructing water and sewage pipes, power line pipes, telegraph line pipes and gas pipes under the road, propulsion methods that promote the fume pipes that make up the pipes are often used, regardless of the open-cut method. ing.
In this propulsion method, from the start pit to the arrival pit, while excavating the ground with an excavator (shield machine), the excavator and the fume pipe and other propulsion pipes are press-fitted into the ground to promote from the start pit to the arrival pit. A pipe connecting pipes is formed (see Patent Document 1, paragraph 0002, Patent Document 2, paragraph 0002, 0009 to 0011, see FIG. 1).

In this propulsion method, when excavating from the starting pit to the ground, or when excavating from the ground to the reaching pit, a hole (wellhead) opened in the earth retaining wall (peripheral wall) of the starting pit or reaching pit and the outer cylinder of the excavator In some cases, earth and sand or groundwater flows out and the start pit or the arrival pit is submerged, or the ground around the start pit or the arrival pit may be depressed. In this case, although the geological improvement is made around the peripheral wall and the depression or the like is prevented, the outflow (inflow) of the earth and sand into the mine via the wellhead cannot be completely prevented.
For this reason, a rubber seal material is provided on a portion opened by the excavator on the inner peripheral surface of the starting mine or the arrival mine (a well mouth portion of the peripheral wall) (see Patent Document 3, claim 1, FIG. 3), or a brush seal material. There is a water-stopping technique for preventing the outflow of the earth and sand and the groundwater with the sealing material (see Patent Document 2, claim 1, FIG. 1).

JP-A-2005-273170 JP 2008-111241 A Japanese Patent Laid-Open No. 11-173071

In the conventional water-stopping technique, the excavator blade of the excavator may touch the sealing material, and if touched, the sealing material is lost and the water-stopping effect cannot be expected. In order to eliminate this deficiency, the sealing material may be positioned rearward from the excavation blade, that is, as far back as possible of the outer cylinder of the excavator, but the supporting portion of the sealing material becomes longer and larger.
For example, when a ring-shaped seal material mounting wall that is long in the propulsion direction is formed on the inner peripheral surface of a start pit, and an excavator passes through a hole in the wall (see FIG. 1 of Patent Document 1), the excavation blade In order to prevent damage caused by the above, it is necessary to make the hole (wellhead) of the wall long in the axial direction. That is, the cylindrical part of the wall becomes long. Conventionally, the length from the wall excavation surface (mirror surface) to the seal material of the starting pit is determined by the thickness of the excavator blade (blade thickness in the length direction of the excavator) and the return allowance of the seal material. It was more than the length including the return allowance.

  Making such a long wall requires a long working time and is expensive. In recent years, cost reduction has been screamed, and the same applies to the walls. Moreover, since a long wall protrudes from the inner surface of a mine surrounding wall, trouble may arise in carrying in into a mine, such as an excavator. On the other hand, if the length of the wellhead is shortened, those problems are solved, but the risk of damage to the sealing material by the excavation blade increases.

  In addition, in the reaching pit, after removing the peripheral wall and forming the pit (after mirror cutting), the wall surface at the rim of the pit is stabilized, and the excavator can be operated without damaging the sealing material with the excavator. It is required to be introduced (extruded) into the underground mine.

  This invention makes it a subject to eliminate the damage of the sealing material by an excavator, ensuring the water stop effect | action under the above actual condition.

In order to achieve the above-described problem in the starting pit, the present invention divides the water stop portion and the well wall mounting portion of the portion, and the water stop is provided on the inner peripheral surface of the circular hole of the peripheral wall that forms the well head that forms the mounting portion. The seal material forming the part is movable in the axial direction.
With this configuration, the sealing material can be pulled out from the hole in the wellhead as long as the sealing material can be fitted into the inner peripheral surface of the hole in the wellhead, and in this state, the excavator is installed in the sealing material and the wellhole hole. If it is loaded and the sealing material moves into the well hole with the excavation action, the water is stopped by the sealing material. For this reason, in the loaded state of the excavator, it is sufficient that the sealing material does not touch the excavating blade, and in consideration of that point, the axial length of the circular hole in the peripheral wall forming the sealing material and the wellhead is determined. Therefore, the length of the circular hole in the peripheral wall forming the wellhead can be shortened by the moving length of the sealing material.

As a specific configuration of the pit wall structure of the start pit wall according to the present invention, the start pit is formed by pressing the excavator and the propelling pipe into the ground while excavating the ground from the start pit to the arrival pit. In the wellhead structure of the starting pit wall in the propulsion method that constitutes a pipeline connecting the propulsion pipes leading to the reaching mine,
A pit with a larger inner diameter than the excavator diameter is formed on the peripheral wall of the starting pit, and a wall having a circular hole with a larger inner diameter than the excavator's digging diameter is continuously formed on the inner surface of the peripheral wall of the pit. A cylindrical cylinder that is concentric with the circular hole is fitted into the circular hole of the wall so that one end of the cylindrical cylinder can protrude from the circular hole and move in the axial direction. Provided with a sealing material in contact with the entire outer peripheral surface of the outer cylinder of the excavator, and when the excavator is inserted into the circular hole in a state where one end of the cylindrical body protrudes, the excavator has a rear side in the traveling direction from the excavator blade. Adopting the configuration where the sealing material is located,
In the peripheral wall of the starting pit, a hole having a larger inner diameter than that of the excavator is formed so as not to open to the outer surface of the peripheral wall, and a portion of the pit that does not open to the outer surface of the peripheral wall is formed by a drilling blade of the excavator It is a wall that can be cut and does not break the block that causes the excavator to be blocked, and a cylindrical cylinder that is concentric with the circular hole is inserted into the circular hole of the wellhead so that one end thereof can protrude from the circular hole in the axial direction. A seal member that is in contact with the outer peripheral surface of the outer cylinder of the excavator is provided around the inner surface of the cylinder, and the excavator is inserted into the circular hole in a state where one end of the cylinder protrudes. In this case, it is possible to adopt a configuration in which the sealing material is positioned on the rear side in the traveling direction from the excavating blade of the excavator.

  In these start pit wall well structures, the pit is formed in the start pit wall in order to send the excavator and the propulsion pipe from the start pit to the ground (underground) through the pit. The insertion hole is formed by fusing the peripheral wall (the retaining wall) with a gas burner or the like, and the hole serves as a wellhead. In the state where the wellhead is formed, in the method of forming the insertion hole of the propelling pipe by the excavator from the starting pit to the ground, the excavator blade of the excavator is sealed with the seal while the one end of the cylindrical body is projected. After passing the material and being positioned in the circular hole, the seal material is pressed against the entire outer peripheral surface of the outer cylinder of the excavator, and then the excavator is driven and advanced, and the cylinder is also advanced by the excavating blade. It is possible to adopt a configuration in which an insertion hole for a propulsion pipe is formed in the ground from the wellhead so that the cylindrical body is not detached from the circular hole.

Further, in order to achieve the above-mentioned problem in the pit, the present invention provides a sealing material on the inner peripheral surface of the circular hole of the peripheral wall forming the above-mentioned wellhead, and moves the cylindrical body in the axial direction on the inner peripheral surface of the sealing material. In addition, a pressing plate whose outer peripheral edge is movably sealed is provided on the inner peripheral surface of the cylindrical body.
With this configuration, when the excavator blade of the excavator reaches the press plate, water from the ground on the outer periphery of the reach mine is prevented from flowing into the reach pit by the press plate and the sealing material. For this reason, even if the excavator is stopped and advanced, the excavation blade moves in the cylinder while the inflow prevention state is maintained, and the excavator is moved inside the reaching mine without the seal material being damaged by the excavation blade. Can be introduced (extruded).

As a specific structure of the wellhead structure of the reaching pit wall according to the present invention, the excavator and the propelling pipe are pressed into the ground while excavating the ground with the excavator from the starting pit to the reaching pit. In the wellhead structure of the reaching pit wall in the propulsion method that constitutes a pipeline connecting the propulsion pipes leading to the reaching pit,
A borehole with a larger inner diameter than the excavator bore diameter is formed on the peripheral wall of the reaching pit, and a wall having a circular hole with an inner diameter larger than the excavator bore diameter is continuously formed on the inner wall of the peripheral wall of the borehole. And a recovery cylinder that is concentric with the circular hole is provided in the circular hole of the wall so as to be movable in the axial direction, and the entire outer peripheral surface of the recovery cylinder is provided on the inner peripheral surface of the circular hole. And a sealing material in contact with the entire outer peripheral surface of the outer cylinder of the excavator, and a presser plate whose outer peripheral edge is movably sealed on the outer peripheral surface of the recovery cylinder,
A hole with a larger inner diameter than that of the excavator is formed in the peripheral wall of the reach hole so that it does not open to the outer surface of the peripheral wall, and the portion of the pit that does not open to the outer surface of the peripheral wall is cut with a drilling blade of the excavator And a wall that does not break the block causing excavator blockage, and a recovery cylinder that is concentric with the circular hole is provided in the circular hole of the wellhead so as to be movable in the axial direction, and Provided on the inner peripheral surface is a sealing material in contact with the entire outer peripheral surface of the recovery cylinder and the entire outer peripheral surface of the outer cylinder of the excavator, and a presser plate whose outer peripheral edge is movably sealed on the peripheral surface of the recovery cylinder The provided structure can be adopted.

  Similarly, in the wellhead structure of these reaching well walls, the wellhead is formed in the reaching well wall in order to send the excavator and the propulsion pipe from the ground to the reaching well through the wellhead, and the insertion is usually performed. The hole is formed by fusing the peripheral wall (the retaining wall) with a gas burner or the like, and the hole is used as a wellhead. In the state where this wellhead is formed, in the method of forming the insertion hole of the propulsion pipe by the excavator from the ground to the wellhead of the reaching well, the ground or the ground and the wall that does not break the block are excavated by the excavator. When the excavating blade reaches the holding plate, the driving of the excavating machine is stopped, and then the excavating machine is further advanced to push the holding plate and the collection cylinder into the reaching pit and to insert the propulsion pipe into the peripheral wall. The structure which forms can be employ | adopted.

In these configurations, the peripheral wall of the start pit or the arrival mine appropriately employs various materials conventionally used as wall materials such as concrete, steel pipe, steel plate (sheet pile), and the like. In order to pass the excavator through the peripheral wall of the starting pit or the arrival pit, it is necessary to form the passage hole (wellhead) in the peripheral wall (the retaining wall), but when the hole is formed in the peripheral wall made of concrete, Even if the ground is temporarily exposed and the ground around this hole is improved, there is a risk that the ground will collapse and accidents may occur, such as earth and sand flowing into the starting or reaching tunnel. The danger of this accident increases if the hole has a large cross section or a deep position (large depth).
For this reason, in the pits of the start pit and the arrival pit, a portion that does not open to the outer surface of the peripheral wall can be cut with a digging blade of the excavator and formed with a wall that does not cause block breakage that causes the excavator to be blocked. It is preferable from the viewpoint of safety. As the wall, for example, it can be made of FFU (Fiber reinforced foamed urethane). FFU is a hard foamed urethane resin reinforced with long glass fibers, and the plate-like product is pressure bonded with an epoxy adhesive to form a wall. This wall can sufficiently withstand water pressure and earth pressure and can be drilled (excavated) without digging blades being worn and without causing block breakage that would cause the excavator to be blocked.
The cylinder can be made of metal or resin. As the sealing material, an elastic material that can ensure sealing performance such as rubber is appropriately selected.

  The present invention is configured as described above, and the seal material or the cylindrical body can be moved in the axial direction on the inner peripheral surface of the circular hole of the peripheral wall that forms the wellhead. The construction cost can be reduced because the length of the circular hole in the peripheral wall that forms the wellhead can be shortened and the excavator can be introduced into the well without causing damage to the sealing material. Can do.

Action sectional view of the wellhead structure of the starting pit wall of the first embodiment in the propulsion method according to the present invention Cross section Cross section Cross section FIG. Cross-sectional view of the working structure of the pit wall of the same embodiment Cross section Cross section Cross section 3c enlarged view of essential parts. Action sectional view of the wellhead structure of the start pit wall of the second embodiment in the propulsion method according to the present invention Cross section Cross section Cross-sectional view of the working structure of the pit wall of the same embodiment Cross section Cross section

A first embodiment of the present invention is shown in FIGS. 1a to 1d, 2 and 3a to 3d, and FIG. 4. In this embodiment, a sewer pipe is constructed under a road by a muddy water type propulsion method. In the same manner as in the prior art, after starting from the start pit A to the arrival pit B, the excavator (digging machine) 1 forms a wellhead (through hole for the propelling pipe T) in the peripheral wall 7 of the start pit A, While excavating the ground G, the excavator 1 and the propulsion pipe T are press-fitted into the ground, eventually forming a pit in the peripheral wall 7 of the arrival mine B, and connecting the propulsion pipe from the start pit A to the arrival pit B Configure the road.
The excavator 1 has a conventionally well-known structure, and is provided with a motor 3, a mud pipe 4, a water pipe (a mud pipe, a mud pipe) and the like in an outer cylinder (casing) 2. Is provided with a rotating plate 6 having an excavating blade 5, and the rotating plate 6 is rotated by the motor 3 and the rear end of the outer cylinder 2 is pushed by a jack or the like through a propelling tube T such as a fume tube. The machine 1 is advanced (advanced) to form a wellhead in the peripheral wall 7 and press-fit the propelling pipe T while excavating the ground G.

  The peripheral walls 7 of the start pit A and the arrival mine B are formed by a sheet pile 7a, concrete 7b, or both. In this embodiment, first, a start pit a that becomes the start side of the propulsion pipe T is opened (formed) on the peripheral wall 7 of the start pit A, and an arrival pit b that receives the propulsion pipe T is opened on the peripheral wall 7 of the reach pit B. To do. At this time, with a gas burner or the like in a state where the soil has been solidified in advance by injecting a coagulant into the portions of the grounds (ground G) outside the two wells A and B, such as by injection of a solidifying agent. The wellheads a and b are opened (formed) by, for example, fusing the peripheral wall 7. The inner diameters of the wellheads a and b are larger than the diameter of the excavator.

  Next, in the start pit A, as shown in FIGS. 1a to 1d and FIG. 2, a concrete wall 10 is formed around the pit portion drilled by the excavator 1 by a fume pipe or concrete placement, and the inner periphery thereof. A guide cylinder (wellhead ring) 11 is fitted into the surface. The “circular hole” described in the claims is formed by the inner peripheral surface of the cylindrical body 11. A movable cylinder 13 provided with a rubber sealing material 12 is fitted in the cylinder 11 so as to be movable in the axial direction. If the inner peripheral surface of the concrete wall 10 is a smooth surface on which the movable cylinder 13 can move, the guide cylinder 11 can be omitted. In this case, the inner peripheral surface of the concrete wall 10 (the inner peripheral surface of the wellhead a) is This is the “circular hole”.

A ring-shaped pair of water-stopping pieces 14 and 14 are fixed to the outer periphery of the distal end of the movable cylinder 13 (the outer periphery of the right end in FIGS. 1a and 2) by welding, and the outer peripheral edges of both water-stopping pieces 14 and 14 A ring-shaped packing 15 is fitted therein. Pressure water can flow in and out between the water blocking pieces 14, 14, and the packing 15 presses against the inner surface of the guide cylinder 11 to stop the water. The packing 15 can be formed into a tube shape so that pressure water can flow in and out, and in this case, it is not necessary to flow pressure water between the water stop pieces 14. As long as the movable cylinder 13 can be moved, the packing 15 may not be configured to allow pressure water to flow in and out but may be a solid one made of an elastic material.
Further, an annular sealing material 12 facing inward is attached to the rear side (left side in FIG. 1a) of the packing 15 of the movable cylinder 13 by bolting. The number and position of the sealing materials 12 may be appropriately determined in consideration of sealing properties. In this embodiment, the number is two.

  On the other hand, as shown in FIGS. 3 a to 3 d and FIG. 4, the concrete wall 10 is also formed around the pit b where the excavator 1 pierces by using a fume pipe or concrete placement, etc. Yes. A circular cylindrical body (wellhead ring) 21 is fitted and fixed to the inner peripheral surface of the wall 10, and a rubber annular sealing material 22 is attached to the inner peripheral surface of the cylindrical body 21 by bolting over the entire circumference. is there. The “circular hole” described in the claims is formed by the inner peripheral surface of the cylindrical body 21. The number and position of the sealing materials 22 may be determined as appropriate in consideration of sealing properties. In this embodiment, the number is one.

  A cylindrical collection cylinder 23 is provided on the inner surface of the seal material 22 so as to be movable in the axial direction, and a presser plate 8a is inserted into the collection cylinder 23 via a rubber annular seal material 24 on the outer periphery thereof. The seal member 24, the seal member 22 and the presser plate 8a effectively prevent water leakage from the well opening b into the arrival shaft B and the like. The presser plate 8a is designed to resist earth pressure by the support work 9, and the position of the presser plate 8a may be any of its length direction as long as it does not detach from the collection cylinder 23. Preferably, it is flush with the outer peripheral surface of the peripheral wall 7.

  This embodiment has the above-described configuration. Next, the excavator 1 and the propelling pipe T are press-fitted into the ground while excavating the ground G by the excavator 1, and the propelling pipe T extending from the starting pit A to the reaching pit B is provided. The effect | action which comprises the connected pipe line is demonstrated.

  First, as shown in FIG. 1a, a ring-shaped concrete wall 10 is formed on the inner peripheral surface of the peripheral wall 7 (the sheet pile 7a) of the start pit A. This wall 10 may be before or after forming the wellhead a of the peripheral wall 7. The movable cylinder 13 is fitted into the circular hole (cylinder 11) of the wall 10 with one end protruding. At this time, if the projection of the movable cylinder 13 has any trouble in carrying in the excavator 1, etc., it is carried in the state of being accommodated in the cylinder 11 (the state of FIG. 1c and d), After the excavator 1 faces the moving cylinder 13, the moving cylinder 13 is protruded. Thus, if the movable cylinder 13 is accommodated in the cylinder 11, even if the length of the wellhead a is short (even if the thickness of the wall 10 is thin), the excavator is made to project the movable cylinder 13 The length of the wellhead a through which 1 passes can be made substantially longer. That is, since the moving cylinder 13 is accommodated in the cylinder 11, the inner diameter of the start pit A is merely reduced by the thickness of the concrete wall 10. It won't get in the way.

In a state where the movable cylinder 13 protrudes, the excavator 1 is advanced toward the movable cylinder 13 so as to be substantially concentric. At this time, as shown by a chain line in FIG. 1a, the cylinder 11 can have a length covering the entire length of the movable cylinder 13 before moving.
As the excavator 1 advances, the front portion (the rotating plate 6 with the excavating blade 5) enters the movable cylinder 13 (FIG. 1b). At this time, the inner diameter of the movable cylinder 13 is larger than the outer diameter of the excavator 1 (the rotary plate 6 and the outer cylinder 2), while the inner peripheral diameter of the sealing material 12 is set smaller than the outer diameter of the excavator 1. Therefore, the excavator 1 advances while bending the sealing material 12 in the movable cylinder 13 (while reducing the inner peripheral diameter of the sealing material 12). Further, the rotation of the excavator 1 is stopped until the rotating plate 6 (excavating blade 5) passes through the sealing material 12. For this reason, the sealing material 12 is not damaged by the excavation blade 5.

Next, when the excavator 1 advances by rotating the rotating plate 6, the rotating plate 6 passes through the wellhead a and reaches the ground (in the ground G) (FIG. 1c). As the excavator 1 moves, the movable cylinder 13 also moves until it comes into contact with the stopper 11a at the tip of the cylinder 11 as shown in FIGS. 1a, 1b, 1c, and 1d. At this time, pressure water is appropriately flowed in and out between the water-stopping pieces 14 and 14 or the packing 15 to adjust the degree of pressure contact with the cylinder 11 of the packing 15 and excavate the packing 15 while ensuring the water-stopping function. Move (move) according to the intermittent movement of the machine 1.
At any position of the movable cylinder 13, the sealing material 12 is in pressure contact with the outer peripheral surface of the excavator 1, and therefore effectively prevents inflow of earth and sand or groundwater from the ground G into the start pit A.

  Thereafter, as in the conventional case, heading to the reaching mine B, excavating the ground G with the excavator 1, and connecting the propulsion pipe T, press the connected propulsion pipe T and the excavator 1 into the ground. A pipe line is formed by the propulsion pipe T excavated and connected. At this time, since the sealing material 12 continues to come into pressure contact with the outer peripheral surface of the propulsion pipe T, the inflow of earth and sand or groundwater from the ground G into the start pit A is effectively prevented.

When the excavation / propulsion pipe arrangement in the ground G advances and the excavator 1 advances further before reaching the arrival mine B as shown in FIG. 3A, the rotary plate 6 is reached when the excavation of the ground G is finished. Since the (excavating blade 5) reaches the presser plate 8a, the driving of the excavator 1 is stopped (the rotation of the rotating plate 6 is stopped). Thereafter, when the excavator 1 is further advanced, the front portion of the excavator 1 enters the collection cylinder 23 (FIG. 3b), and the outer peripheral edge of the rotating plate 6 eventually comes into contact with the stopper 23a at the front end of the inner surface of the collection cylinder 23 ( FIG. 3c).
Further, when the excavator 1 is advanced, the collection cylinder 23 also moves into the reaching mine B. At this time, the sealing material 22 continuously shifts its pressure contact state from the outer peripheral surface of the collection cylinder 23 to the outer peripheral surface of the excavator 1, and the inflow of the earth and sand and groundwater from the ground G into the reaching mine B is effectively performed. To prevent.

Further, if the excavator 1 advances, the excavator 1 as well as the recovery cylinder 23 as a whole reaches the arrival shaft B, and the forward propulsion pipe T reaches the arrival shaft B (FIG. 3d). A pipe line by the propulsion pipe T up to the arrival mine B is formed. Thereafter, the excavator 1 is disconnected from the connected propulsion pipe T, and the excavator 1 is recovered together with the recovery cylinder 23. If the sealing performance by the sealing material 22 cannot be sufficiently secured after the collection, a measure (curing) such as filling the sealing portion of the sealing material 22 with a water-stopping material is performed.
In addition, as the excavator 1 advances to the presser plate 8a, an appropriate support force is applied to the support 9 (presser plate 8a) by a support jack or the like until the excavator 1 reaches the presser plate 8a. 3d, the integration of the excavator 1, the presser plate 8a and the collection cylinder 23 is maintained.

  A second embodiment of the present invention is shown in FIGS. 5a to 5c and FIGS. 6a to 6c. In this embodiment, a sewer pipe is constructed under a road by a SEW method (Shield Earth Retaining Wall System). It is. For this reason, the start pit A and the arrival mine B of this embodiment have the peripheral wall 7 made of the concrete wall 7b, and the FFU wall 8 is formed in a portion where the pits a and b of the mine A and B do not open to the outer surface of the peripheral wall. Has been. The wall 8 is formed simultaneously with the formation of the wells a and b when the peripheral wall 7 is formed, or is formed when the wells a and b are formed in the peripheral wall 7 after the formation of the peripheral wall 7.

  In this embodiment, as in the first embodiment, in the starting pit A, first, as shown in FIG. 5a, the movable cylinder is placed in the circular hole (tubular body 11) of the pit a of the peripheral wall 7. When the excavator 1 is advanced so as to be substantially concentric toward the movable cylinder 13 in this state, the front portion (the rotating plate 6 with the excavating blade 5) is moved. It moves into the movable cylinder 13 (FIG. 5b). At this time, the inner diameter of the movable cylinder 13 is larger than the outer diameter of the excavator 1, while the inner peripheral diameter of the sealing material 12 is set smaller than the outer diameter of the excavator 1. The seal member 12 is advanced into the cylindrical body 13 while being bent, and since the excavator 1 is not driven, the seal member 12 is not damaged by the excavating blade 5.

  Next, when the excavator 1 reaches the front side of the FFU wall 8 and the rotary plate 6 is rotated, the excavating blade 5 excavates (perforates) the FFU wall 8 and then the rotary plate 6 It passes through the wellhead a and reaches the ground (in the ground G) (FIG. 5c). Hereinafter, as in FIG. 1d, the excavator 1 heads for the pit B, excavates the ground G with the excavator 1, connects the propulsion pipe T, and presses the connected propulsion pipe T and the excavator 1 into the ground. Then, a pipe line is formed by the connected propulsion pipe T. At this time, since the sealing material 12 continues to come into pressure contact with the outer peripheral surface of the propulsion pipe T, the inflow of earth and sand or groundwater from the ground G into the start pit A is effectively prevented.

When the excavation / propulsion pipe arrangement in the ground G proceeds and the excavator 1 further proceeds to the front of the reaching mine B as shown in FIG. 6A, when the excavation of the ground G is finished, the rotating plate 6 The (excavation blade 5) reaches the FFU wall 8, further excavates the FFU wall 8, and the rotary plate 6 reaches the presser plate 8a (FIG. 6b), and the drive of the excavator 1 is stopped (rotation of the rotary plate 6 is stopped). Stop). Until this time, according to the progress of the excavator 1, an appropriate support force is applied to the support work 9 by a support jack or the like, and then the support work 9 or the like is removed. Thereafter, when the excavator 1 is further advanced, the front portion of the excavator 1 enters the recovery cylinder 23, and the outer peripheral edge of the rotating plate 6 eventually comes into contact with the stopper 23a at the inner end of the recovery cylinder 23 (FIG. 6c).
Subsequently, when the excavator 1 is advanced, the collection cylinder 23 also moves into the start pit B. At this time, the sealing material 22 continuously shifts its pressure contact state from the outer peripheral surface of the collection cylinder 23 to the outer peripheral surface of the excavator 1, and the inflow of the earth and sand and groundwater from the ground G into the reaching mine B is effectively performed. To prevent.

  Furthermore, if the excavator 1 advances, the excavator 1 as well as the recovery cylinder 23 as a whole reaches the inside of the access shaft B, and the forward propelling pipe T reaches the access shaft B, as in FIG. A pipe line by the propulsion pipe T from A to the reaching mine B is formed. Thereafter, the excavator 1 is disconnected from the connected propulsion pipe T, and the excavator 1 is recovered together with the recovery cylinder 23.

In the first and second embodiments described above, the wellhead structure of the start pit A and the arrival mine B is the same mode, but one is a mode of the first embodiment and the other is a mode of the second embodiment. The reach mine B of the first embodiment can be the aspect of the FFU wall 8 of the second embodiment.
In addition, the concrete peripheral wall 7b can also employ the structure of the wellheads a and b including the wall 10 having the circular holes shown in FIGS. 1a to 1d and FIGS. 3a to 3d.

The above embodiment relates to the muddy water type propulsion method, but the present invention can be adopted in other various types of propulsion methods such as earth pressure type propulsion method and mud concentration type propulsion method. Can do.
In addition, it was related to the construction of sewerage pipes, but it was used as an underwater structure such as a breakwater as well as construction of waterworks pipes, power line pipes, telegraph line pipes and gas pipes, or underground structures A large concrete or steel box (caisson) used when constructing objects, caisson, or when guiding pipes from a continuous underground wall or pipes to a caisson or continuous underground wall, etc. Of course, the present invention can be employed.
Thus, it should be thought that embodiment disclosed this time is an illustration and restrictive at no points. The scope of the present invention is defined by the terms of the claims, and is intended to include any modifications within the scope and meaning equivalent to the terms of the claims.

DESCRIPTION OF SYMBOLS 1 Excavator 2 Excavator outer cylinder 3 Excavator motor 4 Drain pipe 5 Excavation blade 6 Rotating plate 7 Perimeter wall 7a of starting mine (arrival mine) Sheet pile 7b forming peripheral wall 7 Concrete wall 8 forming peripheral wall 7 FFU wall 8a Presser plate 10 Concrete wall 11 Cylindrical body 12 forming a circular hole in the peripheral wall Sealing material 13 Moving cylindrical body 14 Water stop piece 15 Packing 21 Cylindrical body forming a circular hole in the peripheral wall 22 Sealing material 23 Recovery cylindrical body 24 Sealing material A Start Mine B arrival mine T propulsion pipe a start mine well b arrival mine

Claims (4)

The excavator (1) and the propelling pipe (T) are pressed into the ground while excavating the ground (G) with the excavator (1) from the start pit (A) to the arrival pit (B). In the propulsion method that constitutes a pipe line connecting the propulsion pipe (T) from (A) to the arrival mine (B),
A borehole (b) having a larger inner diameter than the borehole diameter of the excavator (1) is formed on the peripheral wall (7, 7a, 7b) of the reaching pit (B), and the circumferential wall (7 7a, 7b) A wall (10) having a circular hole (21) having an inner diameter larger than the diameter of the excavating port of the excavator (1) is formed continuously on the inner surface of the reaching pit, and the circle of the wall (10) is formed. A recovery cylinder (23) concentric with the circular hole (21) is provided in the hole (21) so as to be movable in the axial direction, and the recovery cylinder (23) is provided on the inner peripheral surface of the circular hole (21). ) And a sealing material (22) in contact with the outer peripheral surface of the outer cylinder of the excavator (1) is provided, and an outer peripheral edge is movably sealed on the inner peripheral surface of the recovery cylinder (23). A wellhead structure of a reaching pit wall provided with a pressing plate (8a). The excavator (1) and the propelling pipe (T) are pressed into the ground while excavating the ground (G) with the excavator (1) from the start pit (A) to the arrival pit (B). In the propulsion method that constitutes a pipe line connecting the propulsion pipe (T) from (A) to the arrival mine (B),
While forming the borehole (b) of the inner diameter circular hole (21) on the peripheral wall (7, 7b) of the reaching pit (B) so as not to open to the outer surface of the peripheral wall, than the excavator bore diameter of the excavator (1), A portion of the wellhead (b) that does not open to the outer surface of the peripheral wall can be cut with the excavator blade (5) of the excavator (1) and the wall (8) that does not break the block that causes the excavator (1) to be blocked. In the circular hole (21) of the wellhead (b), a recovery cylinder (23) concentric with the circular hole (21) is provided so as to be movable in the axial direction, and the circular hole (21) The inner peripheral surface is provided with a seal material (22) in contact with the entire outer peripheral surface of the recovery cylinder (23) and the outer peripheral surface of the outer cylinder of the excavator (1), and the inner peripheral surface of the recovery cylinder (23). Is provided with a press plate (8a) whose outer peripheral edge is slidably sealed so as to have a wellhead. Elephants. In wellhead structure of the arrival pit wall according to claim 1, in a way to form a through hole of the propulsion tube (T) to the wellhead (b) of its arrival anti geotechnical (G) (B) by excavator (1) When the excavator (1) excavates the ground (G) and the excavator blade (5) reaches the presser plate (8a), the excavator (1) is stopped and then excavated. The machine (1) is further advanced to push out the presser plate (8a) and the recovery cylinder (23) into the arrival shaft (B) to form an insertion hole for the propulsion pipe (T) at the entrance (b). A method for forming a propulsion pipe insertion hole in a reaching pit wall. 3. A method for forming an insertion hole of a propelling pipe (T) by an excavator (1) from a ground (G) to a well opening (B) of the reaching well (B) from the ground (G). there, the the ground plate by the excavator (1) (G) and its digging edge drilled wall (8) which is not the block breaking (5) reaches the holding plate (8a), the excavation The driving of the machine (1) is stopped, and then the excavator (1) is further advanced to push out the presser plate (8a) and the recovery cylinder (23) into the arrival pit (B), and the pit (b) A method for forming a propulsion pipe insertion hole in a reaching pit wall, comprising forming an insertion hole for the propulsion pipe (T).

Images