JP2020097892A - Tunnel structure, manufacturing method of tunnel structure and water cut-off method - Google Patents

Abstract

To provide: a shield machine having a simultaneous injection type back-filling injection device capable of reliably constructing a water stop zone on the outer periphery of a shield tunnel; and a tunnel water cut-off method.SOLUTION: A shield machine 10 includes a back-filling injection device 20 having a back-filling injection pipe 21 and a housing 23 that covers the back-filling injection pipe 21. The back-filling injection device 20 is fixedly provided on an inner peripheral surface of a skin plate 1, and a tail seal is provided on the inner peripheral surface of the housing 23.SELECTED DRAWING: Figure 1

Description

The present invention relates to a backfill injection device in a shield machine and a method of stopping water in a tunnel using the backfill injection device.

In the shield construction method, a backfill material is injected and filled into the tail void in the space between the excavated natural ground and the segment.
Generally, as a method for injecting the backing material, there are an immediate injection method and a simultaneous injection method. The immediate injection method is to inject the backing material from an injection port penetrating from the inner peripheral side to the outer peripheral side of the segment. The simultaneous injection method is to inject backfill material from a backfill injection device provided in a shield machine. The simultaneous injection method can inject the backfill material from the shield machine while excavating, so the time when nothing is filled in the tail void can be shortened, and it is more effective in suppressing the effects of ground subsidence, etc. ..

As a conventional technique of a back injection apparatus of the simultaneous injection type, as illustrated in Patent Document 1, two protrusions are formed along the excavation direction on both sides of the outer peripheral upper part of the rear body of the shield, and inside the protrusion A back-filling injection pipe is provided in the.

Such a simultaneous injection type backfill injection device is shown in FIGS. 9 and 10.
FIG. 9A is a diagram of the shield machine 110 as viewed from the rear. The backfill injection device 120 is provided at two locations on the outer peripheral surface of the skin plate 101 of the shield machine 110. Then, the backfill material is injected and filled from the backfill injection device 120 into the tail void 103 between the segment 102 and the excavated ground.
FIG. 9B is an enlarged view of the backfill injection device 120. The backfill injection pipe 121 and the pressure gauge 122 are covered with a housing 123. The housing 123 is provided so as to protrude from the outer peripheral surface of the skin plate 101. As described above, since the backfill injection device 120 is provided on the outer peripheral surface of the skin plate 101, the tail void enlarged portion 103 ′ in which the tail void 103 is enlarged by the housing 123 is generated.
FIG. 10 is a vertical cross-sectional view of FIG. In this example, the tail seals 131 are provided in three steps on the inner peripheral surface of the skin plate 101. The tail seal 131 prevents soil, groundwater, backfill material, and the like from entering between the segment 102 and the skin plate 101.

In such a simultaneous injection type backfilling device, in particular, during backfilling, the backfilling material may drop below the tail void 103 and the back voiding material may not be reliably filled up to the tail void enlarged portion 103 ′. Can occur. Further, since the tail void width becomes narrower from the tail void enlarged portion 103 ′ to the tail void 103 below the enlarged tail void portion 103 ′, resistance when the backing material flows increases, and there is a possibility that sufficient filling cannot be obtained below the tail void 103. Can happen.

By the way, in general, a tunnel is required to have a waterproof property, and the same applies to a shield tunnel.
The waterproofing of the shield tunnel is mainly carried out by the segment which is the tunnel structure.
However, in underground joints that connect a new shield tunnel to an existing shield tunnel, or in parallel connections where parallel shield tunnels are connected, the segment itself may be cut or chipped. It is necessary to secure water quality.
In such a case, a water stop zone is provided outside the segment by a freezing method or a chemical injection method.
These construction methods require equipment and processes different from the shield excavation process, which requires a construction period and cost.

JP, 2003-278490, A

Focusing on the water-stopping effect of the backfill material, a sufficient backfill material thickness and its reliable filling property are required to form a water-stop zone with the backfill material of the simultaneous injection type backfill injection device. Becomes However, the usual arrangement of the skin plate and the segment cannot secure a sufficient thickness of the backing material. Further, the tail void expansion portion formed by the housing protruding to the outer peripheral surface of the skin plate may cause a problem in reliable injection and filling of the backing material.

Therefore, an object of the present invention is, in view of the above-mentioned problems of the prior art, a shield machine and a tunnel water-stopping machine having a simultaneous injection type back-filling injection device capable of reliably constructing a water stop zone on the outer circumference of a shield tunnel. Is to provide a method.

The invention according to claim 1 of the present application is a shield machine having a backfill injection device having a backfill injection pipe and a housing covering the backfill injection pipe, wherein the backfill injection device is a skin plate. The shield machine is characterized in that the shield machine is fixedly provided on the inner peripheral surface, and a tail seal is provided on the inner peripheral surface of the housing.

The invention according to claim 2 of the present application is characterized in that the backfill injection device is fixedly provided on a part of an inner peripheral surface of the skin plate in a circumferential direction. It is a machine.

In the invention according to claim 3 of the present application, a spacer is provided on an inner peripheral surface of the skin plate, to which the backfill injection device is not fixed, and a tail seal is provided on the inner peripheral surface of the spacer. The shield machine according to claim 2, wherein the shield machine is provided.

The invention according to claim 4 of the present application is characterized in that the shield machine has a plurality of rows of tail seals, and a plurality of the spacers are provided corresponding to the plurality of rows of tail seals, respectively. The shield machine according to claim 3.

The invention according to claim 5 of the present application is the shield machine according to claim 4, wherein a closing member for closing the space between the spacers is provided.

In the invention according to claim 6 of the present application, the shield machine has a plurality of rows of tail seals, and at the rear end portion of the housing, a tail row of the last row is provided on the inner peripheral surface and is backfilled. The shield machine according to any one of claims 1 to 5, wherein a spacer having an opening serving as a passage for the material is provided so as to be connected to the entire inner peripheral surface of the skin plate. Is.

The invention according to claim 7 of the present application is a shield machine having a backfill injection device having a backfill injection pipe and a housing that covers the backfill injection pipe, wherein the backfill injection device is a skin plate. It is fixedly provided on a part of the inner peripheral surface in the circumferential direction, and a spacer is provided in a ring shape on the entire inner peripheral surface of the skin plate, and a tail is provided on the entire inner peripheral surface of the spacer. A shield machine having a seal, and the spacer having an opening serving as a passage for a backfill material.

The invention according to claim 8 of the present application is a method for stopping water in a tunnel, which uses the shield machine according to any one of claims 1 to 7 to inject a backfill material into a tail void.

With the configurations according to the first to eighth aspects, it is possible to realize a tunnel excavator having a back-filling injection device of a simultaneous injection method capable of reliably constructing a water stop zone on the outer circumference of a shield tunnel, and a tunnel water stoppage method using the same.

It is explanatory drawing of the shield machine in embodiment of this invention. It is a longitudinal section of a shield machine in an embodiment of the invention. It is explanatory drawing of the back-filling injection apparatus in embodiment of this invention. FIG. 3 is a detailed view of a backfill injection device and a tail seal according to the embodiment of the present invention. It is a detailed view of a tail seal in an embodiment of the invention. It is a detailed view of a backfill injection device in an embodiment of the invention. It is explanatory drawing of the construction example which applies the water stop zone by this invention. It is explanatory drawing of the construction example which applies the water stop zone by this invention. It is explanatory drawing of the backing injection|pouring apparatus of a prior art. FIG. 3 is a vertical cross-sectional view of a backfill injection device of the related art.

Hereinafter, an embodiment of a backfill injection device of the present invention will be described with reference to the drawings. In addition, although there are cases where numerical values are used in the description, it goes without saying that the numerical values are examples and the present invention is not limited to the numerical values.

FIG. 1A is a rear view of a shield machine 10 according to the present invention. In the shield machine 10, a segment 2 which is a tunnel structure is assembled inside the skin plate 1.
FIG. 2 is a vertical cross-sectional view of the rear trunk portion of the shield machine according to the present invention, which is shown in FIG. 1(A). The upper diagram of FIG. 2 is a vertical cross-sectional view of a portion in which the backfill injection device 20 is arranged. The lower diagram of FIG. 2 is a vertical cross-sectional view of the lower portion of the portion where the backfilling injection device 20 is not arranged.

The tail void 3 between the excavated ground and the segment 2 is filled with backfill material.
The thickness of the tail void 3, which defines the thickness of the backing material, is set to a sufficient dimension in consideration of water blocking performance. In this embodiment, the tail void 3 has a uniform thickness of 150 mm with respect to the segment having an outer diameter of 5450 mm to ensure the waterproofness. Conventionally, the thickness of the tail void into which the backfill material is injected and filled is set to about 75 mm at the outer diameter of the same segment (about 150 mm in the tail void expansion portion where the backfill injection device is provided). Therefore, in this embodiment, the backing material has twice the thickness. The thickness of the segment 2 is 150 mm.
Normally, the ground excavated by the cutter of the shield machine is slightly larger than the outer peripheral surface of the skin plate, and the excavated surface of the natural ground and the outer peripheral surface of the skin plate are not the same. However, in the present specification, the same description is given for convenience of description.

As shown in FIG. 1(A), the back-filling infusion device 20 is provided by being fixed at two locations on the inner circumferential surface of the skin plate 1 in the circumferential upper portion and at two locations on the inner circumferential surface lower portion in the circumferential direction. There is. The lower part is also provided for more reliable backfilling. In the present embodiment, the upper portion and the lower portion are provided at two places in total of four places, but the number and arrangement thereof may be appropriately set in consideration of the filling property and efficiency of the backing material. The lower part may be omitted.

FIG. 1B shows an enlarged view of the backfill injection device 20. The backfill injection device 20 includes a backfill injection tube 21, a pressure gauge 22, and a housing 23 that covers them. The housing 23 has a function of protecting the back-filling injection pipe 21 and the pressure gauge 22 from contact with the segment 2 and the like, and is configured so as not to resist excavation due to contact with the segment 2 during excavation. .. The housing 23 includes a housing body portion 23a provided with a tail seal 31, a housing inclined portion 23b connecting the housing body portion 23a to the skin plate 1, and a housing reinforcement portion 23c for supporting the housing body portion 23a.
The housing 23 is designed so that earth and sand, groundwater, backfill material, etc. do not enter inside the housing 23, and is provided with an end plate (not shown) at the skin plate rear end 11 (FIG. 3) of the shield machine. The discharge port of the backfill injection pipe 21 and the detection portion of the pressure gauge 22 are configured to be exposed from the end plate to the tail void 3. As a result, parts other than the exposed parts of the backfill injection pipe 21 and the pressure gauge 22 can be protected from earth and sand, groundwater, backfill material, and the like.

In this way, since the backfill injection device 20 is provided on the inner peripheral surface of the skin plate 1, the tail voids 3 can have a uniform width, and the portion where the backfill injection device 20 is arranged can be made uniform. Does not result in an enlarged shape. Therefore, when the backfill material is injected, the backfill material flows smoothly, and the tail voids 3 are reliably filled with the backfill material, and the waterproofness can be secured.
Further, since the backfill injection device 20 is provided on the inner peripheral surface of the skin plate 1, even if a problem occurs in the backfill injection pipe 21 or the like, the housing 23 is provided in front of the tail seal 31 in the last row. By making it removable or providing an opening/closing lid on the inner peripheral surface of the housing 23, the maintenance work can be safely performed inside the skin plate 1.
Furthermore, since the back-filling injection device 20 is provided on the inner peripheral surface of the skin plate 1 which is to be entirely excavated on the inside, as compared with providing the back-filling injection device on the outer peripheral surface of the skin plate. It is possible to reduce the excavation resistance due to the part of the backfill injection device.

FIG. 3 is a detailed view of the backfill injection device 20 seen from the inside of the shield machine 10. Illustration of the housing 23 is omitted. The backing injection pipe 21 mixes the backing material A liquid from the backing material A liquid injection pipe 24 and the backing material B liquid from the backing material B liquid injection pipe 25 to inject the backing material. It is a thing. A check valve (not shown) is provided at the tip of the backfill material B liquid injection pipe 25 before the confluence part with the backfill material A liquid injection pipe 24. The backing material B liquid injection pipe 25 is designed not to enter.
The waterproof performance of the backing material is selected according to the required waterproof performance.

The backfill injection device 20 also includes a flush water pipe 26. The valve 27 is moved to be located closer to the tip side than the confluence portion of the backfill material A liquid injection tube 24 of the backfill injection tube 21, and the discharge port of the backfill injection tube 21 is closed. Then, the wash water sent from the wash water pipe 26 is returned to the backfill material A liquid injection pipe 24 to wash the injection pipe after the backfill injection. In FIG. 3, the valve 27 shows the position at the time of backfill injection. The valve 27 is operated by the hydraulic pressure of the hydraulic pipe 28. In FIG. 3, the backfill injection pipe 21 is arranged so as to project from the rear end portion 11 of the skin plate of the shield machine 10.
A pressure gauge 22 that manages the back-filling injection pressure is provided in parallel with the back-filling injection pipe 21. An end plate (not shown) of the housing 23 is provided upright along the rear end portion 11 of the skin plate 1.

As shown in FIG. 2, the tail seals 31 are provided in three rows in the front-rear direction over the entire circumference. The tail seal 31 prevents soil, ground water, backfill material, and the like from entering between the skin plate 1 and the segment 2.
In the present embodiment, the plate thickness of the skin plate 1 is 12 mm thin at the portion where the tail seal 31 is provided, and 40 mm thick at the portion where the tail seal 31 is not provided. Since there is a ring-shaped segment in the portion of the skin plate 1 where the tail seal 31 is provided, earth pressure from the outside can also be received by this segment. Therefore, the skin plate 1 in this portion can be thinned.

As shown in FIG. 4A, a tail seal 31 is provided on the inner peripheral surface of the housing body portion 23a of the housing 23. Since the tail seal 31 is provided, the inner peripheral surface of the housing body 23 a has a shape that matches the curved surface of the skin plate 1. If the function of the tail seal 31 can be exerted, the inner peripheral surface of the housing body portion 23a may be horizontal.

As shown in FIGS. 1, 2 and 4(B), a spacer 30 is provided on the inner peripheral surface of the skin plate 1 where the housing body 23a is not located, in accordance with the curved surface of the skin plate 1. A tail seal 31 is provided on the inner peripheral surface of the spacer 30. In FIG. 1, FIG. 2 and FIG. 4B, the spacer 30 is shown by hatching. In FIG. 1, the tail seal 31 is not shown.

As shown in FIG. 1B, the spacer 30 is provided such that the inner peripheral surface thereof is flush with the inner peripheral surface of the housing body portion 23a on which the tail seal 31 is provided. The spacer 30 is provided on the housing inclined portion 23b so as to be gradually thin.
The spacer 30 may be made of H steel, a plate, a block, or any other material, as long as the tail seal 31 can be fixed and water resistance can be secured together with the tail seal 31.

In FIG. 2 and FIG. 4B, the spacer 30 is provided with one row of spacers 30 for each row of tail seals 31, but one row of spacers for each row of tail seals, that is, a plurality of tails for one row of spacers. You may comprise so that a seal may be provided. FIG. 5A shows an embodiment in which one row of spacers 30 are arranged on the tail seals 31 in the middle row and the last row. With such a configuration, it is possible to reduce the amount of tail grease used between the tail seals 31 in adjacent rows. Further, as shown in FIG. 5B, a closing member 32 such as a plate may be provided to close the space between the adjacent spacers.

In this way, by providing the spacer 30 at a portion where the housing 23 where the tail seal 31 is provided does not exist, a tail seal corresponding to a portion where the gap between the skin plate 1 and the segment 2 is large (a portion where there is no housing) is separately provided. There is no need. As described above, when one type of tail seal that corresponds to a gap of one size is adopted, the stability in waterproofing is higher than when a plurality of types of tail seals are used.

The spacer 30 may be omitted depending on various conditions. In this case, the tail seal is directly provided on the inner peripheral surface of the skin plate. It is also provided on the inner peripheral surfaces of the housing body and the housing inclined portion. The tail seal that is directly provided on the inner peripheral surface of the skin plate has a large gap between the segment and the skin plate. The tail seal provided on the inclined portion of the housing is a tail seal that can cope with a gap that changes for a while.

In order to sufficiently fill the tail void 3 with the backing material, a certain amount of injection pressure is required. When this injection pressure becomes high, the backing material may wrap around to the face of the face from the rear side of the outer periphery of the skin plate 1. When the wraparound occurs, not only the backing material is wasted, but also the tail void 3 may not be sufficiently filled. When the backfill injection device is attached to the outer peripheral surface of the skin plate as in the prior art, the boundary part between the housing of the backfill injection device and the ground in the longitudinal direction of the shield machine is the backfill material. It can also be used as a passage to guide around the face. However, in the present invention, since the backfill injection device 20 is provided on the inner peripheral surface of the skin plate 1, a passage that serves as a guide is not formed, and the wraparound can be suppressed.

Further, in order to prevent the backfill material from wrapping around the face, as shown in FIGS. 2 and 4, a backflow prevention blade 4 of the backfill material may be provided over the entire circumference of the rear end portion of the skin plate 1.
The backflow preventing blade 4 is attached to the outer peripheral surface of the skin plate 1. In the present invention, since the backfill injection device 20 is provided on the inner peripheral surface of the skin plate 1, the backflow preventing blade 4 can be easily attached without any hindrance when the outer peripheral surface of the skin plate 1 is attached. Further, even if the backflow prevention vanes are attached to the outer peripheral surface of the skin plate having the protruding backfill injection device along the protruding shape as in the prior art, the backflow is caused by the protruding shape. The prevention blade has a complicated shape. However, in the present invention, the outer peripheral surface of the skin plate does not have a protruding portion due to the backfill injection device, the backflow prevention blade 4 does not have a complicated structure, and the backfill material for the face improves the effect of preventing the backflow. be able to.

As shown in FIG. 6, a spacer 30 having openings for penetrating the backing material A liquid injection pipe 24, the backing material B liquid injection pipe 25, etc. is provided all around the inner peripheral surface of the skin plate 1. You may make it provide the housing 23 in the part in which 30 is not provided. In this case, since the spacers 30 can be continuously provided in a ring shape, the waterproofness is higher than that in the embodiment shown in FIG. 4 in which the boundary portion between the housing and the spacers is formed along the shield excavator longitudinal direction. Excellent in
Sufficient waterproof measures shall be taken between the injection pipe and its opening. Further, the opening itself of the spacer 30 may be used as the flow path of the backing material.

In the embodiment shown in FIG. 6, three rows of the spacers 30 are continuously provided in a ring shape, but the tail seal portion in an appropriate row may be provided in a ring shape. For example, the spacers 30 of only the tail seal portion in the last row are provided in a ring shape over the entire circumference, and the spacers 30 excluding the housing main body portion 23a as shown in FIG. You may do it. In this case, the spacer 30 of the tail seal in the last row is provided so as to be connected to the housing 23 provided in front of the tail seal, and like the end plate described above, the backfill injection pipe 21 and the pressure gauge 22 are provided. Except for the exposed part of the, it will be equipped with the function of protecting it from earth and sand, groundwater, backfill material, etc.

A segment drop prevention device 5 is shown in FIGS. 2 and 4B. The segment drop prevention device 5 is for ensuring a necessary clearance below the skin plate 1 when the segment 2 is assembled. In the figure, the segment drop prevention device 5 is provided so as to be connected to the spacer 30 of the tail seal 31 in the front row. The segment drop prevention device 5 is formed of an appropriate material such as a reinforcing bar or a steel material, and the assembled segment 2 does not interfere with the spacer 30 or the tail seal 31 when the shield machine 10 is advanced. The height, material and shape of the. The segment drop prevention device 5 may be formed by extending the spacer 30 in the shield excavator forward direction.

A backfilling method and a tunnel water blocking method by a shield machine equipped with the backfilling injection device will be described below.
The shield jack machine 10 is advanced by rotating the cutter head of the shield machine 10 and excavating the ground while extending the shield jack. Next, while appropriately reducing the shield jack of the shield machine 10, the segment 2 is assembled in a ring shape at the rear trunk portion inside the skin plate 1. Repeating these steps is the basic flow of the shield construction method.

The backfilling injection by the backfilling injection device of the present embodiment is carried out by a so-called simultaneous injection method performed as the shield machine 10 advances. While the shield machine 10 is moving forward, it is injected immediately after the tail void 3 is generated by the backfill injection pipe 21 that is opened in the tail void 3. For this reason, the time when the tail void 3 is not filled with anything can be shortened, which is effective for suppressing the influence of ground subsidence and the water stopping property of the tunnel can be improved promptly.
The backfill material injected and filled by the backfill injection device of the present invention has a sufficient thickness and filling, and exhibits a high effect as a water stop zone. As a result, it is possible to secure the waterproof property even under the condition that the segment is cut or chipped.

In the tunnel water stop method using this backfill injection device, the outer diameter of the shield machine increases and the amount of excavated soil increases, but under conditions where tunnel water stop is more important, such as when the tunnel excavation length is relatively short, Especially effective.

The present invention is not limited to the above embodiment. For example, the following is also included.

In the present embodiment, the simultaneous backfilling injection method is described in which the backfilling injection is performed simultaneously with the excavation of the shield machine, but the invention is not limited to this, and the backfilling injection is performed when the shield machine is stopped. You can do it.
In the present embodiment, it is assumed that the water stop zone is formed in the case where the segment is cut or missing, but not only in such a case, but the segment is not cut or missing and the segment is mainly It can also be applied as an auxiliary water stop zone when it becomes a special water stop zone. It can also be applied to a water stop zone that is used in combination with a ground improvement method such as a freezing method or a chemical injection method.

An example of applying the water stop zone formed according to the present invention when the segment is cut or chipped will be described below.
FIGS. 7(A) and 7(B) are enlarged views of a part of the cross section when the partition structure C such as RC concrete is constructed in the underground G and a relatively large space is constructed in the inside N. is there. The partition structure C is constructed in a space connecting parallel shield tunnels. FIG. 7(A) shows the construction using the conventional freezing method, and FIG. 7(B) shows the case where the water stop zone according to the present invention is applied. The upward direction of the drawing is the ground direction, and the downward direction is the underground direction.

First, the construction procedure will be described using the conventional freezing method shown in FIG.
The preceding shield tunnel S1 is constructed with a predetermined space. The segment forming the leading shield tunnel S1 is made of a material that can be cut by the trailing shield machine. A freezing pipe P used in the freezing method is attached to the segment forming the leading shield tunnel S1.
The fluidized soil R is filled in the leading shield tunnel S1. The fluidized soil R is filled for stable cutting when the trailing shield machine excavates the leading shield tunnel S1. The fluidized soil R is also adjusted so that the trailing shield machine can cut it.

A trailing shield tunnel S2 is constructed between the leading shield tunnel S1. The segment of the leading shield tunnel S1 and the fluidized soil R are excavated by the trailing shield excavator to assemble the segment of the trailing shield tunnel S2. The freeze pipe P used in the freezing method is also attached to the segment forming the trailing shield tunnel S2.
Using the freezing pipes P attached to the leading shield tunnel S1 and the trailing shield tunnel S2, the freezing method is performed to form the frozen soil T on the periphery.

A part SX of the segment of the trailing shield tunnel S2 is removed, the fluidized soil R filled in the leading shield tunnel S1 is removed, and the leading shield tunnel S1 and the trailing shield tunnel S2 are connected. At the time of this connection, the groundwater W tries to infiltrate from the boundary portion between the leading shield tunnel S1 and the trailing shield tunnel S2, but does not enter because the frozen soil T is formed.
A partition structure C such as RC concrete is constructed inside the connected leading shield tunnel S1 and trailing shield tunnel S2.

The process of applying the water stop zone according to the present invention shown in FIG. 7B will be described.
In this construction, in the construction of the leading shield tunnel S1 and the trailing shield tunnel S2, the water blocking zones 51 and 52 of sufficient thickness are formed by backfilling injection according to the present invention, and the leading shield tunnel S1 and the trailing shield tunnel S1 are formed. The entry of groundwater W from the boundary with the tunnel S2 is prevented.

The basic construction order is the same as in FIG. 7(A).
The water stop zone 51 is formed when the leading shield tunnel S1 is constructed, and then the water stop zone 52 is formed when the trailing shield tunnel S2 is constructed as shown in FIG. 7B. Then, the water stop zone 52 of the trailing shield tunnel S2 is bonded to the segment of the leading shield tunnel S1 and the water blocking zone 51 to prevent the infiltration of the groundwater W from the boundary portion between the leading shield tunnel S1 and the trailing shield tunnel S2. Can be prevented. Therefore, it is possible to safely remove a part of the segment SX of the trailing shield tunnel S2 and remove the fluidized soil R filled in the leading shield tunnel S1.

An example of applying the water stop zone formed according to the present invention in the case where the segment is not cut will be described below.
FIG. 8 is an enlarged view of a part of the cross section when the partition structure C such as RC concrete is constructed in the underground G and a relatively large space is constructed in the inside N. The partition structure C is constructed in a space connecting parallel shield tunnels. In this example, the freezing method is also used. The upward direction of the drawing is the ground direction, and the downward direction is the underground direction.

The preceding shield tunnel S1 is constructed with a predetermined space. The water stop zone 51 is formed at the same time when the leading shield tunnel S1 is constructed. A freezing pipe P used in the freezing method is attached to the segment forming the leading shield tunnel S1, but is not shown.

The trailing shield tunnel S2 is constructed at positions on the upper side and the lower side between the side-by-side leading shield tunnels S1. The trailing shield tunnel S2 is constructed such that the water blocking zone 51 of the leading shield tunnel S1 and the water blocking zone 52 of the trailing shield tunnel S2 that are lined up overlap each other. More specifically, the shield machine of the trailing side cuts the water blocking zone 51 of the leading shield tunnel S1 and then forms the water blocking zone 52 of the trailing shield tunnel S2 at that portion. The water stop zone 52 of the trailing shield tunnel S2 is adhered to the water stop zone 51 of the leading shield tunnel S1 to prevent infiltration of groundwater W from the boundary between the leading shield tunnel S1 and the trailing shield tunnel S2. You can A freezing pipe P used in the freezing method is attached to the segment forming the trailing shield tunnel S2, but is not shown.

The freezing method is applied using the freezing pipes P attached to the leading shield tunnel S1 and the trailing shield tunnel S2 to form the frozen soil T on the periphery.
A part SX of the leading shield tunnel S1 is removed, the leading shield tunnel S1 is connected to form an internal space, and a partition structure C such as RC concrete is constructed. When part SX of the leading shield tunnel S1 is removed, the water stop zone 52 of the trailing shield tunnel S2 is bonded to the water stop zone 51 of the leading shield tunnel S1 and the frozen soil T also exists. It is possible to prevent the infiltration of the groundwater W from the boundary portion between the leading shield tunnel S1 and the trailing shield tunnel S2.

Regarding the shape of the housing 23 of the backfill injection device 20, the housing body portion 23a may have a flat surface instead of a curved surface. The housing inclined portion 23b does not have to be strictly inclined, and may be substantially perpendicular to the housing body portion 23a. The housing reinforcing portion 23c may also have a pillar shape or a rib shape, and may be omitted if not necessary. The degree of freedom in the form of the housing 23 is increased because it is located on the inner peripheral surface of the skin plate 1 which is less likely to be affected by the natural ground.

Each technical matter in any of the embodiments may be applied to other embodiments as an example.

1 Skin Plate 2 Segment 3 Tail Void 4 Backflow Prevention Blade 5 Segment Drop Prevention Device 10 Shield Excavator 11 Skin Plate Rear End 20 Backfill Injection Device 21 Backfill Injection Pipe 22 Pressure Gauge 23 Housing 23a Housing Main Body 23b Housing Slope 23c Housing reinforcement part 24 Backfill material A liquid injection pipe 25 Backfill material B liquid injection pipe 26 Wash water pipe 27 Valve 28 Hydraulic pipe 30 Spacer 31 Tail seal 32 Blocking member 51, 52 Water stop zone S1 Lead shield tunnel S2 Trailing shield tunnel

The invention according to claim 1 is one tunnel structure provided in one excavation hole, and another tunnel structure provided in another excavation hole and provided side by side with the one tunnel structure. A tunnel structure having: a water stop zone provided in the one excavation hole on the outer periphery of the one tunnel structure; and another tunnel structure in the other excavation hole Another water stop zone provided on the outer periphery of the body, the one tunnel structure and the other tunnel structure are separated, the one water stop zone and the other The water-stop zone is a tunnel structure characterized in that the water is cut off between the one tunnel structure and the other tunnel structure by overlapping each other.
According to a second aspect of the present invention, the one water stop zone and the other water stop zone are formed by providing a backfill injection material filled in the one excavation hole and the other excavation hole. The tunnel structure according to claim 1, wherein
According to a third aspect of the present invention, there is provided one tunnel structure provided in one excavation hole, and another tunnel structure provided in another excavation hole and provided separately from and aligned with the one tunnel structure. A body, a water stop zone provided in the one excavation hole on the outer periphery of the one tunnel structure, and a water stop zone provided in the other excavation hole on the outer periphery of the other tunnel structure The other water stop zone, the one water stop zone and the other water stop zone overlap each other, and water is stopped between the one tunnel structure and the other tunnel structure. A method of manufacturing a tunnel structure, wherein after the one tunnel structure and the one water stop zone are provided, the one tunnel structure is not removed when the other drill hole is provided. By partially removing the one water stop zone, the other tunnel structure and the other water stop zone are provided in the other drill hole, and the one water stop zone and the other water stop zone are provided. Is overlapped with each other to stop water between the one tunnel structure and the other tunnel structure.
The invention according to claim 4 is characterized in that the one water stop zone and the other water stop zone are formed by filling a backfill injection material into the one excavation hole and the other excavation hole. And a method for manufacturing a tunnel structure.
According to a fifth aspect of the present invention, there is provided one tunnel structure provided in one excavation hole, and another tunnel structure provided in another excavation hole and spaced apart from and arranged in the one tunnel structure. A method of stopping water between a body and a water stop zone is provided on the outer periphery of the tunnel structure within the one excavation hole, and when the other excavation hole is provided. , Partially removing the one water stop zone without removing the one tunnel structure to provide the other tunnel structure and the other water stop zone in the other drill hole, A water shutoff method is characterized in that water is shut off between the one tunnel structure and the other tunnel structure by overlapping one water shutoff zone and the other water shutoff zone.
The invention according to claim 6 is characterized in that the one water stop zone and the other water stop zone are formed by filling a backfill injection material into the one excavation hole and the other excavation hole. It is a method of stopping water.
As another invention, the following may be provided.
Another invention 1 is a shield machine having a backfill injection device having a backfill injection pipe and a housing covering the backfill injection pipe, wherein the backfill injection device is provided on an inner peripheral surface of a skin plate. A shield machine, which is fixedly provided, and has a tail seal provided on an inner peripheral surface of the housing.

Another invention 2 is the shield machine according to the other invention 1 , wherein the backfill injection device is fixedly provided on a part of the inner peripheral surface of the skin plate in the circumferential direction.

Another aspect of the invention is that a spacer is provided on an inner peripheral surface of the skin plate where the backfill injection device is not fixed, and a tail seal is provided on an inner peripheral surface of the spacer. Another aspect of the present invention is a shield machine according to the second aspect of the present invention .

Another invention 4, the shield machine has a tail sealing a plurality of rows, the spacer may be another invention 3, characterized in that in correspondence with the tail seal of the plurality of rows are provided with a plurality It is a shield machine.

Another invention 5 is a shield machine according to another invention 4 , characterized in that a closing member for closing the space between the spacers is provided.

In another invention 6 , the shield machine has a plurality of rows of tail seals, and a tail seal of the last row is provided on the inner peripheral surface of the rear end portion of the housing and a passage for a backing material. 6. A shield machine according to any one of inventions 1 to 5 , characterized in that a spacer having an opening is provided so as to be connected to the entire inner peripheral surface of the skin plate.

Another invention 7 is a shield machine having a back-filling injection device having a back-filling injection pipe and a housing covering the back-filling injection pipe, wherein the back-filling injection device is provided on the inner peripheral surface of the skin plate. It is fixedly provided in a part in the circumferential direction, and a spacer is provided in a ring shape on the entire inner peripheral surface of the skin plate, and a tail seal is provided on the entire inner peripheral surface of the spacer. The shield machine is characterized in that the spacer has an opening serving as a passage for a backfill material.

Another invention 8 is a method of stopping water in a tunnel, which uses the shield machine according to any one of the inventions 1 to 7 to inject a backfill material into a tail void.

Claims (8)

A shield machine having a backfill injection device having a backfill injection pipe and a housing covering the backfill injection pipe,
The backfill injection device is fixedly provided on the inner peripheral surface of the skin plate,
A shield machine having a tail seal provided on an inner peripheral surface of the housing. The shield machine according to claim 1, wherein the backfill injection device is fixedly provided on a part of an inner peripheral surface of the skin plate in a circumferential direction. A spacer is provided on an inner peripheral surface of the skin plate where the backfilling injection device is not fixed, and a tail seal is provided on an inner peripheral surface of the spacer. The shield machine according to claim 2. The shield machine has a plurality of rows of tail seals,
The shield machine according to claim 3, wherein a plurality of the spacers are provided corresponding to the plurality of rows of tail seals, respectively. The shield machine according to claim 4, further comprising a closing member that closes a space between the spacers. The shield machine has a plurality of rows of tail seals,
At the rear end of the housing, a tail seal of the last row is provided on the inner peripheral surface, and a spacer having an opening that serves as a passage for the backing material is provided so as to be continuously connected to the entire inner peripheral surface of the skin plate. The shield machine according to any one of claims 1 to 5, wherein: A shield machine having a backfill injection device having a backfill injection pipe and a housing covering the backfill injection pipe,
The backfill injection device is fixedly provided on a part of the inner peripheral surface of the skin plate in the circumferential direction,
A spacer is provided in a ring shape on the entire inner peripheral surface of the skin plate, and a tail seal is provided on the entire inner peripheral surface of the spacer.
The shield machine according to claim 1, wherein the spacer has an opening serving as a passage for a backfill material. A method for stopping water in a tunnel, which comprises injecting a backfill material into a tail void using the shield machine according to any one of claims 1 to 7.

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