JP7144241B2 - Propulsion force transmission device for seismic pipe propulsion installation method - Google Patents

Description

The present invention provides a propulsion force transmission device for an earthquake-resistant pipe jacking construction method, in particular, the propulsion force transmission device can be mounted on the spigot of a trailing pipe on the ground, and even after the propulsion force transmission device is mounted. The present invention relates to a propulsion force transmission device for earthquake-resistant pipe propulsion installation method, which has the effect of being able to confirm the fitting state of a rubber ring with a check gauge.

In recent years, there have been fewer problems such as traffic obstructions due to road construction and disposal of excavated soil, and moreover, pipes can be laid even in places where excavation work cannot be performed, such as under tracks. It is

Patent document 1 discloses an example of sheath tube type seismic pipe promotion construction method. Hereinafter, this sheath tube type seismic pipe jacking construction method will be referred to as the conventional jacking construction method, and will be described with reference to the drawings.
FIG. 6 is a partial cross-sectional view showing a joint where an insertion port is inserted into a socket by a conventional jacking and laying method, FIG. 7 is a cross-sectional view along line AA in FIG. 6, and FIG. 8 is a plan view showing a check gauge. and FIG. 9 is a cross-sectional view showing a method for confirming the inserted state of the rubber ring using a check gauge.

6 to 9, 31 is a receiving port for the leading pipe 32, 33 is an insertion port for the following pipe 35 having a retaining projection 34 formed at the tip, and 36 is the inner peripheral surface of the receiving port 31. A lock ring 39 is fitted in a lock ring groove 37 formed through a centering ring 38, and a rubber ring 39 is fitted in a rubber ring groove 40 formed in the inner peripheral surface of the socket 31. , 41 are propulsion transmission devices.

The propulsion force transmission device 41 includes a protection ring 42 applied to the end face of the socket 31 to prevent grout material from entering the joint, and a wheel 44 fixed to the insertion port 33 and rolling in a sheath tube 43. and a ring-shaped thrust transmission member 47 interposed in the insertion opening 33 between the protection ring 42 and the flange 46 .

The thrust transmission member 47 is made of foamed resin such as polystyrene or polyurethane, and does not undergo plastic deformation with respect to the driving force of the trailing pipe when pipes are joined, thereby transmitting the driving force to the leading pipe. It has the function of plastically deforming against an excessive pushing force due to an earthquake or the like, thereby allowing the contraction of the joint and preventing the pipe from breaking.

In order to join the pipes by the conventional propulsion laying method, the protective ring 42 and the thrust transmission member 47 of the propulsion transmission device 41 are inserted into the insertion port 33 of the trailing pipe 35 in advance, and then the trailing pipe 35 is underground. and is fitted into the socket 31 of the leading pipe 32. Next, the flange 46 of the propulsion transmission device 41 is temporarily tightened to the insertion port 33 with bolts 45, the thrust transmission member 47 is brought into close contact with the end surface of the socket 1 via the protection ring 42, and the flange 46 is secured with the bolts 45. Tighten.

In this manner, the leading pipe 32 and the trailing pipe 35 are joined while maintaining the contraction allowance T (see FIG. 6) at the joint.

JP-A-2002-295723

According to the above-described conventional propulsion laying method, the thrust transmission member 47 does not undergo plastic deformation with respect to the propulsion force of the trailing pipe 35 at the time of pipe joining, so the propulsion force can be transmitted to the leading pipe 32 .

On the other hand, the thrust transmission member 47 is plastically deformed by an excessive pushing force due to an earthquake or the like, and as a result, contraction of the joint portion becomes possible. In this way, the seismic function of the pipe is maintained. However, there were the following problems.

The insertion port 33 is inserted into the receiving port 31 against the elastic force of the rubber ring 39 fitted in the rubber ring groove 40 . If there is any misalignment, there is a risk that the water stopping effect at the joint may be impaired. Therefore, it is important to check whether the rubber ring 39 is correctly fitted in the rubber ring groove 40 after the insertion opening 33 is fitted into the socket 31 .

After fitting the insertion port 33 into the receiving port 31, a dedicated check gauge 48 as shown in FIG. done using. That is, as shown in FIG. 9, the check gauge 48 is inserted from the socket 31 along the insertion slot 33, and the insertion length b (see FIG. 9) to the end face of the socket 31 ensures that the rubber ring 39 is in the correct position. or not.

In the conventional propulsion installation method, confirmation work using the check gauge 48 cannot be performed after the propulsion force transmission device 41 is attached to the insertion port 33 . This is because there is no gap between the inner peripheral surface of the flange 46 and the outer peripheral surface of the insertion port 33 for inserting the check gauge 48 after the propulsive force transmission device 41 is attached to the insertion port 33 .

As a result, in the conventional propulsion installation method, the propulsion force transmission device 41 must be installed after the trailing pipe 35 is suspended underground and the insertion port 33 of the trailing pipe 35 is fitted into the socket 31 of the leading pipe 32. , could not be attached to the insertion port 33.

If the installation work of the propulsion transmission device 41 can be performed on the ground, the installation work of the propulsion transmission device 41 and the work of fitting the insertion port 33 into the receptacle 31 underground can be performed separately. As a result of being able to attach the propulsive force transmission device 41 to the insertion port 33 of the trailing pipe 35, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

In addition, it takes time to install the propulsive force transmission device 41 underground because the work space is narrow. Since only the fitting work and the checking work with the check gauge 48 are required, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

In addition, according to the conventional jacking installation method, the wheels 44 that roll inside the sheath pipe 43 are attached around the bolts 45 that connect the flanges 46 in a ring shape. As a result of the resistance acting on the bolt 45, the tightening force of the bolt 45 is affected, and there is a possibility that the fixing force of the flange 46 to the insertion opening 33 is reduced.

SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to enable a propulsion transmission device to be attached to a trailing pipe insertion port on the ground, and to provide a check gauge for checking the fitting state of a rubber ring even after the propulsion transmission device has been attached. As a result, it is possible to shorten the work time required for pipe joining, and there is no risk that the fixing force of the tightening means to the spigot will be reduced due to the weight of the preceding pipe and the pipe propulsion resistance. An object of the present invention is to provide a propulsion force transmission device for a jacking laying method.

The present invention has been made to achieve the above objects, and is characterized by the following.

The invention according to claim 1 is an earthquake-resistant pipe in which the pipes joined by fitting the insertion port of the trailing pipe into the socket of the leading pipe are sequentially inserted into the sheath pipe, and a new pipe is laid in the sheath pipe. A propulsion force transmission device used in a jacking laying method, comprising: a plurality of propulsion force transmission means arranged at intervals along the outer peripheral surface of the insertion opening; The propulsive force transmission means includes a support member that supports the trailing pipe in the sheath pipe, and a support member that abuts on the end surface of the receiving port and connects the insertion port and the tightening means. A gap is provided between the tightening means and the end surface of the socket along the pipe axis direction and between the plurality of propulsive force transmission means along the circumferential direction. The propulsive force transmission means is fixed to the outer peripheral surface of the receptacle by tightening the tightening means and pressing the fixing member against the outer peripheral surface of the receptacle. .

The invention according to claim 2 is characterized in that, in the invention according to claim 1, the tightening means comprises one band and a tightening tool for tightening the band.

The invention according to claim 3 is characterized in that, in the invention according to claim 1, the tightening means comprises a plurality of bands and a tightening tool for tightening the bands.

The invention according to claim 4 is the invention according to claim 2 or 3, wherein the fastener comprises a bolt passed between the ends of the band and a nut screwed onto the bolt. It has characteristics.

The invention according to claim 5 is characterized in that, in the invention according to any one of claims 1 to 4, the number of the propulsive force transmission means is two or more.

The invention according to claim 6 is the invention according to any one of claims 1 to 5, wherein the fixing member includes a fixing portion curved along the outer peripheral surface of the insertion opening, and a fixing portion extending from the fixing portion. and a mounting portion extending toward the distal end of the insertion opening, wherein the fixing portion is sandwiched between the insertion opening and the tightening means, and the mounting portion is provided with the support member. is.

The invention according to claim 7 is characterized in that, in the invention according to any one of claims 1 to 6, the support member comprises a wheel.

According to this invention, a plurality of propulsion force transmission means are arranged at intervals along the outer peripheral surface of the receptacle, and a gap is formed between the tightening means and the end surface of the receptacle, thereby propulsion on the ground is achieved. Even after the force transmission device is attached to the insertion port of the trailing pipe, the fitting state of the rubber ring can be confirmed by the check gauge, so that the propulsion force transmission device can be attached on the ground. As a result, the work of installing the propulsion transmission device and the work of fitting the insertion port into the socket on the ground can be performed separately, so it is possible to install the propulsion transmission device on the insertion port of multiple trailing pipes on the ground. can do As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

Further, according to the present invention, it takes time to install the propulsion transmission device underground because the work space is narrow. Only work for fitting the insertion port and confirmation work with a check gauge is required. As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

Further, according to the present invention, the support member for supporting the trailing pipe in the sheath pipe is not attached to the tightening member of the tightening means, so that the fixing force of the tightening means to the insertion opening depends on the weight of the leading pipe and the pipe propulsion resistance. There is no risk of lowering.

1 is a partially cross-sectional perspective view showing a pipe joint to which a propulsion force transmission device for earthquake-resistant pipe propulsion laying construction method according to the present invention is mounted; FIG. FIG. 10 is another partial cross-sectional perspective view showing a pipe joint to which the propulsion force transmission device for the seismic pipe jacking installation method of the present invention is mounted; 1 is a partial cross-sectional view showing a pipe joint to which a propulsion force transmission device for earthquake-resistant pipe propulsion laying construction method according to the present invention is mounted; FIG. FIG. 2 is an exploded perspective view showing tightening means and thrust transmission means in the thrust transmission device for earthquake-resistant pipe propulsion installation method of the present invention; FIG. 2 is a vertical cross-sectional view showing a pipe joint in a sheath pipe to which the propulsive force transmission device for the seismic pipe jacking construction method of the present invention is mounted; FIG. 10 is a partial cross-sectional view showing a pipe joint in which a spigot is inserted into a receptacle by a conventional jacking construction method; FIG. 7 is a cross-sectional view taken along line AA of FIG. 6; It is a top view which shows a check gauge. FIG. 5 is a cross-sectional view showing a method of confirming an inserted state of a rubber ring using a check gauge;

Next, one embodiment of the propulsion force transmission device for earthquake-resistant pipe propulsion installation method of the present invention will be described with reference to the drawings.

FIG. 1 is a partial cross-sectional perspective view showing a pipe joint to which the thrust transmission device for earthquake-resistant pipe jacking-laying method of the present invention is attached, and FIG. Another partial cross-sectional perspective view showing a pipe joint, FIG. 3 is a partial cross-sectional view showing a pipe joint equipped with the thrust transmission device for the seismic pipe jacking installation method of the present invention, and FIG. Fig. 5 is an exploded perspective view showing tightening means and thrust transmission means in the thrust transmission device for pipe laying method; Fig. 5 is a pipe joint in which the thrust transmission device for seismic pipe laying method of the present invention is installed in a sheath pipe It is a vertical cross-sectional view showing a part.

1 to 5, 1 is a socket for the leading pipe 2, 3 is an insertion port for the trailing pipe 5 having a projection 4 for preventing removal at the tip, and 6 is the inner peripheral surface of the socket 1. A lock ring fitted in a lock ring groove 7 formed via a centering ring 8, 9 is a rubber ring fitted in a rubber ring groove 10 formed in the inner peripheral surface of the receptacle 1. , 11 is the propulsion transmission device of the present invention.

The propulsive force transmission device 11 of the present invention includes a ring-shaped tightening means 12 mounted on the outer peripheral surface of the insertion port 3 and a plurality of (in this example, 3) propulsion force transmission means 13.

The tightening means 12 is composed of one band 14 and bolts 15 and nuts 16 as tightening tools for tightening the band 14 . A bolt 15 is passed through both ends of the band 14, and the band 14 is tightened by tightening a nut 16 screwed onto the bolt 15. As shown in FIG. The tightening means 12 may be formed by connecting a plurality of bands 14 to each other in a ring shape using bolts 15 and nuts 16 as tightening tools.

The propulsive force transmission means 13 is sandwiched between the wheel 19 as a support member for supporting the trailing pipe 5 in the sheath pipe 18 (see FIG. 5), the insertion port 3 and the tightening means 12, and a fixing member 20 that abuts against 1a.

The fixing member 20 is composed of a fixing portion 20a curved along the outer peripheral surface of the insertion port 3 and a mounting portion 20b extending from the fixing portion 20a toward the distal end of the insertion port 3. The fixing portion 20a is tightened with the insertion port 3. An abutment portion 17 and a wheel 19 are provided between the means 12 and the mounting portion 20b to abut against the end face of the socket 1. As shown in FIG. As a result, a gap (T1) (see FIG. 3) for inserting the check gauge 48 is formed between the tightening means 12 and the end face 1a of the receptacle 1. As shown in FIG.

As described above, the wheels 19 are not attached around the bolts 15 of the tightening means 12, so that the weight of the leading pipe 2 and the pipe propulsion resistance do not act on the bolts 15. As a result, there is no possibility that the fixing force of the tightening means 12 to the insertion opening 3 will be lowered.

Next, an earthquake-resistant pipe propulsion construction method using the propulsion force transmission device 11 of the present invention will be described.

In order to join pipes by the seismic pipe propulsion laying method using the thrust transmission device 11 of the present invention, the thrust transmission device 11 is fixed to the spigot 3 of the trailing pipe 5 on the ground. That is, the band 14 of the tightening means 12 is attached to the insertion opening 3 in a state in which the fixing portion 20a of the fixing member 20 of the propulsive force transmission means 13 is sandwiched between the insertion opening 3 and the tightening means 12, and the bolt 15 and the nut are attached. 16 to fix the thrust transmission device 11 to the insertion port 3 .

The fixed position of the propulsive force transmission device 11 is a position where the pipe joint between the leading pipe 2 and the trailing pipe 5 can be expanded and contracted when the insertion port 3 is fitted into the receptacle 1 . The contact portion 17 is positioned so as to contact the end surface 1a of the socket 1 .

After the propulsive force transmission device 11 is fixed to the insertion port 3 of the trailing pipe 5 on the ground in this manner, the trailing pipe 5 is suspended underground and fitted into the socket 1 of the leading pipe 2 . As a result, the leading pipe 2 and the trailing pipe 5 are joined while maintaining the contraction margin T2 (see FIG. 3) at the pipe joint.

After the leading pipe 2 and the trailing pipe 5 are joined in this manner, a check gauge 48 (see FIG. 8) is inserted into the socket 1 through the gap (T1) between the tightening means 12 and the end face 1a of the socket 1. Insert and determine if the rubber ring 9 is in the correct position (see Figure 1).

In this way, the check gauge 48 can be inserted over the entire circumference of the socket 1 until it reaches the rubber ring 9, so that the fitting state of the rubber ring 9 can be reliably confirmed by the check gauge 48. - 特許庁

In this manner, since the installation work of the propulsion transmission device 11 can be performed on the ground, the installation work of the propulsion transmission device 11 and the work of fitting the insertion port 3 into the receptacle 1 underground can be performed separately. As a result, since the propulsive force transmission device 11 can be attached to the insertion openings 3 of the plurality of trailing pipes 5 on the ground, the total working time required for pipe joining can be shortened. In particular, the working time to be carried out underground is greatly shortened.

In addition, although it takes time to install the propulsion transmission device 11 underground because the work space is narrow, the installation work of the propulsion transmission device 11 can be performed on the ground. Only the fitting work and the checking work with the check gauge 48 are required. As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

According to the earthquake-resistant pipe promotion construction method using the thrust transmission device 11 of the present invention, the thrust of the trailing pipe 5 at the time of pipe joining is fixed to the insertion port 3 of the trailing pipe 5 by the tightening means 12. It can be transmitted to the leading pipe 2 via the propulsion transmission device 11 . That is, when the abutting portion 17 of the propulsive force transmission means 13 abuts against the end face 1a of the socket 1, the propulsive force can be transmitted to the leading pipe 2. As shown in FIG.

On the other hand, when an excessive pushing force exceeding the tightening force of the tightening means 12 acts on the pipe joint due to an earthquake or the like, slippage occurs between the insertion opening 3 and the fixed portion 20a of the propulsive force transmission means 13, causing the pipe to slip. The joint portion shrinks by a shrinkage allowance T2 (see FIG. 3). It should be noted that a portion of the fixing member 20 may be destroyed or deformed by an excessive pushing force so as to be shrunk by the shrinkage allowance T2.

Further, when an excessive tensile force acts on the pipe joint, the pipe joint extends until the retaining projection 4 of the insertion port 3 comes into contact with the lock ring 6 . In FIG. 3, the extension of the pipe joint portion is indicated by T3.

It should be noted that in the seismic pipe promotion construction method using the propulsion transmission device 11 of the present invention, even if there is no work space above ground due to construction work, the propulsion transmission device 11 can be installed underground by the same work as the conventional construction method. Mounting is also possible.

As described above, according to the present invention, a plurality of propulsive force transmission means 13 are arranged along the outer peripheral surface of the insertion port 3 at intervals, and a gap is provided between the tightening means 12 and the end face of the receptacle 1. By forming (T1), even after the propulsive force transmission device 11 is attached to the insertion port 3 of the trailing pipe 5 on the ground, the fitting state of the rubber ring 9 can be confirmed by the check gauge 48. Therefore, the work of mounting the propulsive force transmission device 11 can be performed on the ground. As a result, the installation work of the propulsive force transmission device 11 and the work of fitting the insertion opening 3 into the receiving opening 1 on the ground can be performed separately. The transmission device 11 can be attached. As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

In addition, according to the present invention, it takes time to install the propulsion transmission device 11 underground because the work space is narrow, but the installation work of the propulsion transmission device 11 can be performed above ground, so that the installation work can be performed underground. Only fitting work of the insertion port 3 into 1 and confirmation work by the check gauge 48 are sufficient. As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

Further, according to the present invention, the wheel 19 as a support member for supporting the trailing pipe 5 in the sheath pipe 18 is not attached to the bolt 15 as a tightening tool of the tightening means 12. There is no danger that the fixing force of 12 will be reduced due to the weight of the leading pipe 2 or the pipe propulsion resistance.

1: Receptacle 1a: End face 2: Leading tube 3: Insertion port 4: Retaining protrusion 5: Trailing tube 6: Lock ring 7: Lock ring groove 8: Centering ring 9: Rubber ring 10: For rubber ring Groove 11: Propulsion force transmission device of the present invention 12: Tightening means 13: Propulsion force transmission means 14: Band 15: Bolt 16: Nut 17: Contact portion 18: Sheath tube 19: Wheel 20: Fixed member 20a: Fixed portion 20b : Mounting portion 31: Receiving port 32: Leading pipe 33: Insertion port 34: Retaining projection 35: Trailing pipe 36: Lock ring 37: Lock ring groove 38: Centering ring 39: Rubber ring 40: For rubber ring Groove 41: Propulsion transmission device 42: Protective ring 43: Sheath tube 44: Wheel 45: Bolt 46: Flange 47: Thrust transmission member 48: Check gauge

Claims (7)

The propulsion force used in the seismic pipe jacking construction method, in which the pipes joined by fitting the insertion port of the trailing pipe into the socket of the leading pipe are sequentially inserted into the sheath pipe, and a new pipe is laid inside the sheath pipe. in the transmission device,
a plurality of propulsive force transmission means arranged at intervals along the outer peripheral surface of the receptacle; and ring-shaped tightening means for fixing the propulsive force transmission means to the outer peripheral surface of the receptacle, The propulsive force transmission means comprises a support member that supports the trailing pipe within the sheath pipe, and a fixing member that abuts on the end face of the receiving port and is sandwiched between the insertion port and the tightening means. A gap is formed between the means and the end face of the socket along the tube axis direction and between the plurality of propulsive force transmission means along the circumferential direction. is pressed against the outer peripheral surface of the insertion opening, whereby the thrust transmission means is fixed to the outer peripheral surface of the insertion opening. 2. The propulsion transmission device for seismic pipe jacking construction method according to claim 1, wherein said tightening means comprises a single band and a tightening tool for tightening said band. 2. The propulsion force transmission device for earthquake-resistant pipe jacking construction method according to claim 1, wherein said tightening means comprises a plurality of bands and a tightening tool for tightening said bands. 4. The propulsion force for seismic-resistant pipe jacking installation method according to claim 2 or 3, characterized in that said fastener comprises a bolt passed between the ends of said band and a nut screwed onto said bolt. transmission device. 5. The propulsion transmission device for earthquake-resistant pipe jacking construction method according to claim 1, wherein the number of the propulsion transmission means is two or more. The fixing member includes a fixing portion curved along the outer peripheral surface of the insertion port and a mounting portion extending from the fixing portion toward the distal end of the insertion port. 6. The propulsion force transmission device for earthquake-resistant pipe jacking laying method according to claim 1, wherein the support member is provided at the attachment portion. 7. The propulsion force transmission device for earthquake-resistant pipe jacking construction method according to claim 1, wherein said supporting member comprises a wheel.

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