KR20070075067A - Curved tunnel construction method and apparatus - Google Patents

Abstract

A construction method of a tunnel is provided to construct a straight or curved tunnel by pressing guidance pipes and connecting steel pipes repeatedly. The construction method of a tunnel comprises the steps of: forming a trial hole horizontally from a vertical shaft(1) and installing a guidance pipe(20) having a sleeve(30), locating a primary steel pipe(60) on the inside of the sleeve, installing a strut(80) between the primary steel pipe and the vertical shaft and placing a propelling jack(40) between the primary steel pipe and the guidance pipe; pressing and advancing the guidance pipe at the support point of the primary steel pipe and a rear support(42) by operating the propelling jack; advancing the rear support of the propelling jack, moving a secondary steel pipe(62) in a space between the primary steel pipe and the guidance pipe using the inside space of the primary steel pipe and connecting the secondary steel pipe with the primary steel pipe; placing a propelling jack between the secondary steel pipe and the guidance pipe, and pressing and advancing the guidance pipe at the support point of the secondary steel pipe using the propelling jack; and advancing the propelling jack, moving a third steel pipe to a space between the secondary steel pipe and the guidance pipe using the inside space of the primary and secondary steel pipes and connecting the third steel pipe and the secondary steel pipe.

Description

Tunnel Construction Method and Apparatus

1 to 6 is a view for explaining a conventional tunnel construction method,

1 is a longitudinal sectional view schematically showing an initial indentation step of a lead pipe and a steel pipe;

2 is a longitudinal sectional view schematically showing a step in which a press-fitting step of a steel pipe is continued;

3 is a process flowchart showing an example of constructing a tunnel by the press-fitting method of the steel pipe illustrated in FIGS. 1 and 2;

4 is a process flowchart showing another example of constructing a tunnel;

5 is a process flowchart showing still another example of constructing a tunnel;

6 is a main portion perspective view illustrating the appearance of the tunnel completed by adopting the scheme illustrated in FIG.

Figure 7 is a schematic longitudinal cross-sectional view showing a preferred example of the construction apparatus as a construction preparation step for explaining the construction method of the present inventors tunnel,

8 is an internal structure diagram of a lead pipe in FIG.

Figure 9 is a side view showing the first leading pipe indentation step and the first steel pipe construction step in the present invention,

10 is a planar view showing the secondary leading pipe indentation step and the secondary steel pipe construction step at the same time in the present invention,

11 is a longitudinal sectional view of the main portion showing an embodiment in which the shoe is attached to the distal end of the lead pipe in the construction device of the present invention;

12 to 14 show a preferred example of the assembled steel pipe used in the present invention,

12 is a side view of the assembled state;

13 is a longitudinal longitudinal cross-sectional view of FIG. 12;

14 is a side view illustrating a state folded before the assembly is made,

15 to 18 illustrate that the tunnel is made by the tunnel construction method of the present invention,

Figure 15 is a longitudinal cross-sectional view showing an example of the construction of the earth barrier plate for the construction of the tunnel sidewall in the lower portion of the steel pipe after the above-described steel pipe construction,

Figure 16 is an enlarged view of the main portion viewed from the plane around the constructed earth barrier plate of Figure 15,

FIG. 17 is a perspective view illustrating a state in which the earth prevention plate of FIG. 16 is installed at both sides to construct sidewalls, and a construction of a tunnel upper slab steel pipe is formed between the steel pipe and the steel pipe; FIG.

18 is a perspective view showing a state in which the construction of the concrete layer is made in the lower portion of the tunnel.

<Explanation of symbols for the main parts of the drawings>

1: vertical shaft, 2: indentation means,

3, 20: leading pipe, 4, 60: steel pipe,

5: steel pipe group, 5a: upper slab steel pipe,

6: girder, 7: concrete floor,

8: sidewalls, 9: support beams,

10: tunnel, 12: margin,

22: shu, 30: sleeve,

40: propulsion jack, 42: rear support,

50: directional jack, 62: assembled steel pipe,

64: segment, 66: hinge portion,

68: connecting ring, 69: reinforcing ring,

80: brace

The present invention relates to a tunnel construction method and apparatus, and more particularly, to a tunnel construction method and a construction device used to perform the tunnel construction of the straight or curved tunnel construction is possible by using a steel pipe.

In general, as a conventional construction method for constructing a tunnel using a steel pipe, as illustrated in FIGS. 1 to 7, a vertical shaft 1 is commonly formed to a position where a tunnel is to be constructed in common, and the rear shaft is rearward from the vertical shaft 1. Steel pipe group connected in a straight line by arranging the leading pipe 3 in the front by using the press-fit means 2 such as the hydraulic jack in the position and forcibly press-fitting the steel pipe 4 one by one in the rear part of the leading pipe 3 sequentially ( 5) construction, and using the steel pipe group (5), the construction of the tunnel is adopted.

Among them, in the case illustrated in FIG. 3, the above-described steel pipe group 5 in the longitudinal direction of the tunnel 10 is arched adjacent to each other, and the steel pipe groups 5 and 5 are connected to each other by a girder 6, and Concrete is shown in the process of digging the soil in the interior of the tunnel (10) and forming a concrete layer (7) on the floor showing the method of constructing the tunnel.

In addition, in the case illustrated in FIG. 4, the above-described steel pipe group 5 in the longitudinal direction of the tunnel 10 is arcuately adjoined to form a loop, and the earth wall is excavated downward in the steel pipe group 5 on both sides. After the installation of a space to prepare the concrete and the side wall (8) to form a support beam (9) in the lower portion of the steel pipe group (5) and the concrete inside the steel pipe group (5) The method of constructing a tunnel is shown by removing soil inside the tunnel 1 and forming a concrete layer 7 on the floor.

In addition, in the case of the construction method illustrated in FIG. 5 and FIG. 6, the sub-steel pipe 5a is press-installed laterally between the steel pipe groups 5 and 5 on both sides, and then the steel pipe groups 5 and 5 on both sides. The excavation of the earth wall downward to provide a space, and the concrete is poured to form the side wall (8), the concrete is poured into the steel pipe group 5 and the sub-steel pipe (5a) sequentially to form a loop, and then tunnel ( 10) The method of constructing the tunnel 10 by removing the soil inside and forming a concrete layer 7 on the floor is shown.

The conventional tunnel construction method is a rear extension pressurization method in which a pressurization means is always operated at a predetermined position at the rear side even if the steel pipe is continuously pushed forward, and the steel pipe in the state where the lead pipe 3 is located in front of the tunnel pipe. It is irrelevant in the case of pressing the steel pipe for the first time from the rear in the process of press-fitting (4), but the following steel pipe 4 is welded and fixed to the rear of the steel pipe (4) which has already been press-fitted, and then the rear steel pipe (4). As the number of steel pipes connected is repeated because the process of press-fitting is repeated, the more powerful pressing force is required, the excessive power is required, and the propulsion of steel pipes is limited. There are disadvantages that can be applied in tunnel construction.

In addition, in the case of the lead pipe (3) that is to be installed in the front, because the angle adjustment is impossible because the press-in advance is made in a straight line is a construction technology that can be applied only to the construction of a straight tunnel, it is not possible to apply to the construction of a curved tunnel Occurred.

In addition, in the case of the forward pipe (3), when the pressurized forward is made to the soil layer is not rotated, but only a forced press operation is made is forced to be pressed into the soil layer is the lead pipe (3) up, down The construction of curved tunnels is unthinkable because they cannot move in any direction, left or right, and especially if there are stones or other resistance elements in front during pressurized forward, it is often necessary to stop the forward operation until it is removed. It is happening.

The present invention has been made with the following objectives to solve such a conventional problem.

The main purpose of the present invention is to adopt a front extension pressurization method in which the pressurizing means moves forward together with the leading pipe as opposed to the rear pressurization method as in the prior art, so that a large number of steel pipes are always located in front of the pressurized forward construction. Pressurized forward by pressurizing means is made based on the steel pipe to make pressurized forward operation by relatively less pressing force, and it can be installed regardless of the number of steel pipes to be constructed or the length of tunnel construction. I want to be able to.

In addition, another object of the present invention is that the leading pipe to be installed in the front is configured to be able to adjust the angle to the sleeve as a support point can be applied in the construction of the curved tunnel, as well as can be applied to the construction of the straight tunnel as a general purpose It is intended to be used.

In addition, another object of the present invention is to install a separate oversize shoe on the leading end of the lead pipe to allow a margin around the lead pipe in the process of forced press-in operation even if the lead pipe is not rotated when the lead pipe is pressurized forward It is easy to adjust the direction of the lead pipe by the additional formation, and it can be easily overcome even if there is a stone or other resistance element in the front during the pressurized forward of the lead pipe, and secures the space to assemble and connect the steel pipe It is intended not to collapse.

In order to achieve the above objects, the present invention provides a tunnel hole construction method in which a tunnel is formed by forming a vertical shaft from the surface to the construction position of the tunnel and press-fitting the steel pipe from the vertical shaft to provide a drilling hole horizontally from the vertical shaft. Install the leading pipe with sleeve, and place the first steel pipe in the inside of the sleeve, and install the brace between the vertical shaft and the rear part of the first steel pipe, and the propulsion jack in front of the first steel pipe. A construction preparation step mounted between the first steel pipe and the lead pipe; A primary lead pipe press-in step of actuating the propulsion jack to press forward the lead pipe with the first steel pipe as a support point; The rear support part of the propulsion jack is advanced and moved as a second steel pipe by moving the prefabricated steel pipe separately provided by using the inner space of the first steel pipe in the space between the first steel pipe and the lead pipe as the inside of the sleeve. Primary steel pipe construction step of connecting with the first steel pipe construction; A secondary lead pipe press-in step of placing a propulsion jack between the second steel pipe and the lead pipe and operating a propulsion jack to press-in and advance the lead pipe with the second steel pipe as a support point; The rear support portion of the propulsion jack is moved forward and the prefabricated steel pipe separately provided using the inner space of the first and second steel pipes in the space between the second steel pipe and the lead pipe as the inside of the sleeve. Repeated press-fitting of the lead pipe and connection of the steel pipe are repeatedly made as in the second steel pipe construction step connecting the second steel pipe as the third steel pipe, and the excavation margin by the shoe which is the configuration of the present invention is repeated at this time. There is provided a construction method for tunnels where space is generated and there are no obstacles to the outside of the steel pipe when adjusting the direction to the required direction.

In addition, in the construction preparation step, a separate direction adjustment hydraulic jack is provided between the lead pipe and the sleeve, and the direction adjustment hydraulic jack of the lead pipe in the first lead pipe press step or the second lead pipe press step. There is provided a tunnel construction method that allows the construction of curved tunnels by adjusting the direction of travel.

In addition, there is provided a construction method of the tunnel in which the construction is made by reinforcing the steel pipe reinforcement ring in the inner side between the steel pipe and the steel pipe.

Preferred apparatus for implementing the above-mentioned construction method is a lead pipe which is tapered at the end and is installed at the front of the device, and a sleeve which is disposed in a state separated from the rear of the lead pipe and is installed in combination with the lead pipe; A propulsion jack which is installed to face each other inside the lead pipe, a direction adjustment hydraulic jack that is connected to each other between the lead pipe and the sleeve and is installed to face each other, and is used as the inside of the sleeve. There is provided a construction apparatus for tunnel construction comprising a steel pipe to be installed, a support provided between the steel pipe and the propulsion jack, and a brace provided to the rear of the steel pipe.

In addition, the steel pipe to be connected to the front position through the interior of the steel pipe is prefabricated and divided into three sections in the longitudinal direction composed of segments, and the segments are connected to each other by a hinge portion, and one side is opened, the construction device for tunnel construction Is provided.

In addition, there is provided a tunnel construction device which is provided with an oversize shoe at the tip of the lead pipe.

Hereinafter, with reference to the accompanying drawings will be described in more detail with reference to a preferred embodiment of the present invention construction device.

According to the device according to the invention, the leading pipe 20 is tapered and the front pipe 20 is installed in front of the device, the rear end of the leading pipe 20 is located in a separated state and installed in combination with the leading pipe 20 Is connected to each other between the sleeve 30 and the propulsion jack 40 is installed opposite to each other inside the lead pipe 20 and the lead pipe 20 and the sleeve 30 to be installed. And a plurality of directional hydraulic jacks 50 opposed to each other, a steel pipe 60 installed in the ground as the inside of the sleeve 30, and between the steel pipe 60 and the propulsion jack 40. It is made to include a rear support portion 42 is provided in and the brace 80 is provided on the rear of the steel pipe (60).

In addition, the assembled steel pipe 62 connected to the front position through the interior of the steel pipe 60 is prefabricated into three segments in the longitudinal direction and composed of segments 64 and the hinge portions 66 between the segments 64. As it is connected to each other and one side is opened and folded in a folded state to carry and unfold the construction is made possible.

In addition, the oversize shoe 22 is installed at the distal end of the lead pipe 20 so that the lead pipe 20 may not be rotated at the time of pressurized forward of the lead pipe 20. By allowing the clearance portion 12 to be formed on the outer side of the pipe 20, it is possible to easily adjust the direction of the lead pipe 20.

Next, look at the construction method of the tunnel according to the present invention the construction is made using the factory factory configured as described above.

In the tunnel construction method in which the vertical shaft 1 is formed from the surface to the construction position of the tunnel, and the construction of the tunnel is performed by press-fitting the steel pipe from the vertical shaft 1, a drilling hole is provided horizontally from the vertical shaft 1. Install the leading pipe 20 with the sleeve 30 and place the first first steel pipe 60 inside the sleeve 30 and the vertical shaft 1 at the rear of the first steel pipe 60. A construction preparation step of installing a brace 80 therebetween and mounting a propulsion jack 40 between the first steel pipe 60 and the lead pipe 20 in front of the first steel pipe 60; A primary lead pipe press-in step of actuating the propulsion jack 40 to press- advance the lead pipe 20 with the first steel pipe 60 as a support point; After advancing the jack 40, the inner space of the first steel pipe 60 in the space between the first steel pipe 60 and the lead pipe 20 into the inside of the sleeve (30). A primary steel pipe construction step of connecting the first steel pipe 60 as a second steel pipe by moving the assembled steel pipe 62 separately prepared; The propulsion jack 40 is mounted between the second steel pipe 62 and the lead pipe 20, and the propulsion jack 40 is operated to operate the propulsion jack 40 to provide the support pipe 20 with the second steel pipe 62 as a supporting point. A second lead pipe indentation step of indenting and advancing; In addition, the propulsion jack 40 is advanced and an inner space of the first and second steel pipes is formed in a space between the second steel pipe 62 and the lead pipe 20 inside the sleeve 30. Tunnel which is repeatedly press-fitted and connected construction of the steel pipe as in the secondary steel pipe construction step of moving the assembled steel pipe 62 prepared separately by using the second steel pipe 62 as a third steel pipe to connect the second steel pipe 62 The construction method of is performed.

In addition, in the construction preparation step to provide a separate directional hydraulic jack 50 between the lead pipe 20 and the sleeve 30 and in the primary lead pipe press step or the secondary lead pipe press step Tunnel construction method of the basic step to enable the construction of the curved tunnel by adjusting the traveling direction of the lead pipe 20 by the directional hydraulic jack 50 can be carried out.

In addition, the tunnel construction method of the foundation stage in which the construction is performed without deformation of the steel pipe by reinforcing the connecting ring 68 between the steel pipe 60, 62 and the steel pipe 62, 62 can be carried out.

Next, the construction method of the tunnel executed in this way will be described in more detail at each step.

Construction preparation stage

In the construction preparation step, a drilling hole is provided horizontally from the vertical shaft 1 to install the lead pipe 20 having the sleeve 30, and the first steel pipe 60 is positioned inside the sleeve 30. In the rear part of the first steel pipe 60, a brace 80 is installed between the vertical shaft 1 and a propulsion jack 40 is provided in front of the first steel pipe 60 with the first steel pipe 60. As a step of mounting between the lead pipe 20, the rear support portion 42 in the first steel pipe 60 is mounted on the support material 80 by the propulsion jack 40 to the lead pipe 20. ) As the support point, it is prepared to make pressurized forward operation.

Primary Lead pipe Indentation Step

Next, the primary lead pipe press-in step is to advance the lead pipe 20 by pressing the first steel pipe 60 and the rear support part 42 as a supporting point by operating the propulsion jack 40. When the propulsion jack 40 is operated to push forward the lead pipe 20, the lead pipe 20 is advanced with the sleeve 30 while the first steel pipe 60 is in place. As the front position of the first steel pipe 60, the inner space of the sleeve 30 is formed to the extent that the next steel pipe construction is possible.

1st stage of steel pipe construction

Next, the first steel pipe construction step is to advance the rear support portion 42 of the jack 40 for propulsion and between the first steel pipe 60 and the lead pipe 20 as the inner side of the sleeve (30). As a construction step of connecting the assembled steel pipe 62 and the first steel pipe 60 as a second steel pipe by moving the assembled steel pipe 62 separately prepared by using the inner space of the first steel pipe 60 in the space, The assembled steel pipe 62 is moved and transported using the inner space of the first steel pipe 60 in a state in which the segments 64 are folded inward about the hinge portion 66 as shown in FIG. By using the inner space of the sleeve 30, the assembled steel pipe 62 is unfolded again to assemble the segments 64 as shown in FIGS. 12 and 13, and it is mutually and the segment 64 with the first steel pipe 60. ) Is a construction step of bonding the assembled steel pipe 62 by welding each other.

Secondary Lead pipe Indentation Step

Next, the secondary lead pipe press-in step is to mount the propulsion jack 40 between the second steel pipe 62 and the lead pipe 20 and to operate the propulsion jack 40 to operate the second steel pipe 62. In this case, the lead pipe 20 is press-fitted forward with the support point, and in this case, as in the first lead pipe press-fit step, the propulsion jack 40 is operated as described above to press-drive the advance pipe 20. When the assembled steel pipe 62 as the first steel pipe 60 and the second steel pipe is in place, the leading pipe 20 is advanced with the sleeve 30 and the second steel pipe is assembled steel pipe ( As the front position of 62, the inner space of the sleeve 30 is formed to the extent that the next steel pipe construction is possible.

Second Steel Pipe Construction Stage

Next, the secondary steel pipe construction step is to advance the jack for propulsion 40 and as the inner side of the sleeve 30 in the space between the second steel pipe 62 and the lead pipe 20 and the first and As a third steel pipe, the assembly steel pipe 62 is connected to the second steel pipe 62 as a third steel pipe by using the inner space of the second steel pipe to move the assembly steel pipe 62. As shown in FIG. 14, the segments 64 are folded inward with respect to the hinge part 66 to be moved and transported using the inner space of the first steel pipe 60 in a state where the overall diameter is small and then the sleeve 30 is moved. Reassemble the assembled steel pipe 62 using the inner space of the segments 64 as shown in FIGS. 12 and 13, and then weld the assembled steel pipe 62 with each other and with the segments 64 again. It is a construction step of coupling the assembled steel pipe (62).

Thus, the above-mentioned lead pipe indentation step and the steel pipe construction step are repeatedly made as described above, so that the indentation of the lead pipe and the connection construction of the steel pipe are repeatedly performed.

Curved tunnel construction stage

Next, in order to construct a curved tunnel, in the construction preparation step, a separate direction adjustment hydraulic jack 50 is provided between the lead pipe 20 and the sleeve 30 and the primary lead pipe press step or the In the secondary lead pipe press-fit step, the direction of adjustment of the lead pipe 20 is adjusted by the direction of the hydraulic jack 50 to allow the construction of a curved tunnel, as illustrated in FIGS. 9 and 10. Operate the directional hydraulic jack 50 to adjust the angle of inclination between the lead pipe 20 and the sleeve 30 in advance to adjust the desired degree by using the propulsion jack 40 in the lead pipe ( 20) by pressing forward and repeating the connection construction of the steel pipe 62 using the inner space of the sleeve 30 to be advanced together, the curved construction of the steel pipe is made, such a curved construction of the steel pipe By repeating the binary has a base curve of the tunnel construction for performing tunnel construction can be performed. In addition, the shoe 22 is installed at the tip of the lead pipe 20 so that the clearance 12 is formed during the pressurized forward operation of the lead pipe 20, and the lead pipe 20 is utilized to utilize the lead portion 12. It is preferable to fill the friction reducing lubricant with (20) so that the direction can be easily adjusted and the space is not easily collapsed.

Connecting ring  Reinforcement installation step

Furthermore, in the steel pipe construction step such as the first steel pipe construction step or the second steel pipe construction step, a connection ring 68 is installed between the steel pipes 60 and 62 and the steel pipes 62 and 62 to be installed. As this step, it is also a device that prevents the separation of the steel pipe (60) 62 and the steel pipe (62) 62, and is easier to join in the curved steel pipe construction than in the straight steel pipe construction, Figures 9 and 10 As shown in the figure, if a gap occurs due to a change in the angle connected between the steel pipe 60 and the steel pipe 62 or between the steel pipe 62 and the steel pipe 62, such a gap is prevented in advance, and this weakness is prevented from the inside. In order to reinforce, it is preferable to interpose a connection ring 68 having a diameter smaller than the diameter of these steel pipes 60 and 62 and to weld the steel pipes 60 and 62 to each other from the inside.

Sidewall Construction Step

As described above, after the construction of the steel pipes 60 and 62, the construction of the side wall 8 is performed as one of the steps for constructing the tunnel. In this case, as illustrated in FIGS. While cutting the lower portion of the (60,62) and excavating the bottom to fit the curved form of the steel pipe (60,62) when excavating the curved earth prevention plate (90,90) and screw support 92 between them It is installed to secure a predetermined space and the concrete is poured into the construction step to form a curved side wall (8 ').

At this time, to prevent the deformation of the steel pipe (60, 62) at the bottom of the steel pipe (60, 62) to install a reinforcement ring (69) inside.

Upper slab steel pipe construction stage

Next, the construction of the upper slab steel pipe (5a) is made between the steel pipes (60, 62) of the two sides to be positioned in a state spaced apart from both sides, as shown in the construction method of the above-described steel pipe, as shown in FIG. Construction is made, and the frame construction of the tunnel is made by these steel pipe (60, 62) (60, 62), side walls (8) (8) and a plurality of upper slab steel pipe (5a).

Concrete floor  Construction stage

Next, when the construction of the tunnel is made by steel pipes (60, 62) (60, 62), side walls (8) (8) and a plurality of upper slab steel pipe (5a) as above, the soil inside the soil Removed through the digging work, and the tunnel floor slab concrete layer (7) to the bottom through the construction step to complete the tunnel.

As described above, the construction method in which the curved tunnel is constructed through the side wall construction step, the upper slab steel pipe construction step, and the concrete layer construction step is described as an example. In the case of the straight tunnel, the tunnel is illustrated in FIGS. 3 to 5. The construction can be made, and in the case of the construction method of the construction of the curved tunnel can be made in this way, and in other construction methods can be made in various ways by adopting the construction method of the above-described steel pipe.

As described above, according to the present invention, a number of steel pipes are pressurized forward construction by adopting a front extension pressurization method in which the pressurizing means is advanced together with the leading pipe 20, rather than the rear pressurization method as in the related art. Instead, the pressurized forward is made by the pressurizing means only on the basis of the steel pipe which is always located at the front, so that the pressurized forward operation can be made by the relatively lower pressing force compared to the conventional rear connection pressurized method. The construction is possible regardless of the number of tunnels and the length of tunnel construction.

In addition, the present invention can be applied to the construction of the curved tunnel, as well as the construction of the curved tunnel by the front pipe 20 to be installed at the front is configured to allow the angle adjustment to the sleeve 30 as a support point. It can be used for general purpose, and a separate shoe 22 is installed at the front end of the lead pipe 20 so that the lead pipe 20 can not be rotated when the lead pipe 20 is pressurized and forcibly pressed. In this process, the clearance portion 12 is formed around the lead pipe 20 so that the direction of the lead pipe 20 can be easily adjusted, and stones or other resistance elements in front of the lead pipe 20 are pushed forward. Even if it exists, it can be easily overcome, and it has an excellent effect of securing a space for assembling and connecting steel pipes and preventing the space from collapsing.

Claims (7)

A leading pipe 20 configured to be tapered at the front end and installed at the front of the apparatus, Sleeve 30 is located in the rear portion of the lead pipe 20 is separated and installed in combination with the lead pipe 20, Propelling jack 40 and installed to be opposed to each other inside the lead pipe 20, A direction adjustment hydraulic jack 50 which is connected to each other between the lead pipe 20 and the sleeve 30 and is installed to face each other; A steel pipe 60 installed in the ground as the inside of the sleeve 30, a rear support portion 42 provided between the steel pipe 60 and the propulsion jack 40, and Tunnel construction device comprising a brace 80 is provided provided in the rear of the steel pipe (60). The method of claim 1, The assembled steel pipe 62 connected to the front position through the interior of the steel pipe 60 is assembled into three segments in the longitudinal direction as a prefabricated segment, and The segment 64 is mutually connected to each other by a hinge portion 66, one side is open and folded in a folded state transporting and unfolding construction, characterized in that the construction is made possible construction. The method of claim 1, An oversized shoe construction device (22) is provided at the distal end of said lead pipe (20). In the tunnel construction method, the vertical shaft 1 is formed from the surface to the construction position of the tunnel, and the construction of the tunnel is performed by press-fitting the steel pipe from the vertical shaft 1, 1, the drilling hole is provided horizontally from the vertical shaft (1) to install the leading pipe (20) having the sleeve (30), and the first steel pipe (60) is placed inside the sleeve (30) The rear portion of the first steel pipe 60 is provided with a brace 80 between the vertical shaft (1) and the propulsion jack 40 in front of the first steel pipe 60, the first steel pipe 60 and the diagram Construction preparation step between the pipe 20; 2, the primary lead pipe press-in step of operating the propulsion jack 40 to press-advancing the lead pipe 20 by using the first steel pipe 60 as a support point; 3, the rear support portion 42 of the propulsion jack 40 is advanced and the first steel pipe in the space between the first steel pipe 60 and the lead pipe 20 as the inner side of the sleeve (30). A primary steel pipe construction step of connecting the first steel pipe 60 as a second steel pipe by moving the assembled steel pipe 62 separately prepared using the inner space of the 60; 4, the propulsion jack 40 is mounted between the second steel pipe 62 and the lead pipe 20 and the propulsion jack 40 is operated to make the lead pipe (2) as the support point. 20) pressurizing the secondary lead pipe advance step; And 5, the propulsion jack 40 is advanced and the inner space of the first and second steel pipes in the space between the second steel pipe 62 and the lead pipe 20 as the inside of the sleeve (30). The secondary steel pipe construction step of connecting the second steel pipe 62 as a third steel pipe by moving the assembled steel pipe 62 separately prepared by using the same as the secondary pipe construction step is repeatedly made of the inlet pipe and connection of the steel pipe is repeatedly made Tunneling method of the tunnel, characterized in that. The method of claim 4, wherein In the construction preparation step, a separate direction adjustment hydraulic jack 50 is provided between the lead pipe 20 and the sleeve 30 and the direction adjustment is performed in the first lead pipe press step or the second lead pipe press step. Tunneling method of the tunnel, characterized in that the construction of the curved tunnel by allowing the construction direction of the lead pipe 20 by the hydraulic jack (50). The method of claim 4, wherein The construction method of the tunnel, characterized in that the construction is made by reinforcing the connection ring 68 in the interior between the steel pipe (60) (62) and the steel pipe (62) (62). The method of claim 4, wherein Construction method of the tunnel, characterized in that the construction is made by installing a reinforcing ring (69) inside to prevent the deformation of the steel pipe during the lower cut of the steel pipe (60) (62).

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