JPH108885A - Laying change device for buried pipe and construction method for laying change - Google Patents

Abstract

PROBLEM TO BE SOLVED: To change an existing buried pipe to a new buried pipe of such a diameter as equivalent to the existing buried pipe by forcing inside a shield shell with a high- pressure liquid sprayed to the external surface of the existing buried pipe, cutting the existing buried pipe with a cutter from the inside thereof, and holding and removing the cut pipe with a crushing arm. SOLUTION: A shield shell 12 is formed to have a size slightly larger than the outer diameter of a existing buried pipe 100, and the collapse of the natural ground is prevented with the external surface of the existing buried pipe 100. A plurality of injection holes 40 are formed on the front end of the shield shall 12, and a high- pressure liquid is infected through a high-pressure pump 30, thereby excavating the natural ground forward of the shield shell 12 and facilitating the forward travel thereof. Also, a jack 14 utilizes a reaction force via the front edge of a new buried pipe 200 and pushes forward the shield shell 12. The new buried pipe 200 is built by assembling a segment 202 with an erector 18. In addition, the internal surface of the existing buried pipe 100 is damaged with a cutter 26, and broken and removed with a crusher 16a. This process is repeated to change the existing buried pipe 100 to the new buried pipe 200. Thus. a tunnel does not become too large and many back-filling machines 204 are not needed.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for replacing a buried pipe and a method for replacing a buried pipe, and more particularly to an apparatus and a method for replacing a buried pipe for replacing a new pipe having the same diameter as an existing pipe.

[0002]

BACKGROUND OF THE INVENTION Underground pipes such as water pipes are laid. If the culvert is cracked or broken or deteriorated by long-term use and cannot be repaired, it must be replaced with a new culvert. The digging method has been used as a replacement method, but it affects the ground environment due to trenching.

[0003] Therefore, there has been proposed a construction method of replacing the fabric by a non-cutting method. For example, JP-A-6-288181
Japanese Patent Application Laid-Open Publication No. H11-146131 describes a shield device for replacing a fabric. According to this shield device, a new pipe having a larger diameter can be laid by excavating so as to increase the diameter of the existing pipe. In other words, this device is effective for laying a new pipe having a larger diameter than the existing pipe.

However, if a new pipe having the same diameter as the existing pipe is laid in the tunnel excavated by this shield device, a large amount of backing material must be injected into the outer periphery of the new pipe because the diameter of the tunnel is large. Must.

It is an object of the present invention to provide an apparatus for replacing a buried pipe and a method for replacing a new pipe, which replaces a new pipe with a diameter equal to that of an existing pipe.

[0006]

In order to achieve the above object, the invention according to claim 1 comprises a shield shell pressed into the ground at the outer peripheral side of an existing pipe, a jack for advancing the shield shell, A cutter for cutting the existing pipe from the inside in the shield shell, and crushing means for crushing an end of the existing pipe,
And a high-pressure pump, wherein a discharge port for liquid connected to the high-pressure pump is formed at a tip of the press-fit side of the shield shell.

According to the present invention, a high-pressure liquid is jetted from the tip of the shield shell, thereby breaking the ground to the extent necessary for press-fitting. Then, the shield shell can be advanced by the jack. Further, inside the shield shell, the existing pipe can be cut by a cutter and the end of the existing pipe can be crushed by crushing means. Thus, when the existing pipe is removed, a new pipe can be laid in the shield shell.

According to a second aspect of the present invention, there is provided the cloth replacement apparatus according to the first aspect, further comprising an erector within the shield shell, and the jack assembled with the shield by reacting with a segment assembled by the erector. It is characterized by advancing the shell.

According to the present invention, the segments can be automatically assembled by the erector, and the reaction force of the jack can be obtained by the assembled segments.

According to a third aspect of the present invention, in the cloth replacement apparatus according to the first or second aspect, the shield shell has a seal member for stopping water between the shield shell and the existing pipe.

According to the present invention, since the water is stopped by the seal member, it is possible to prevent the liquid from flowing into the inside of the shield shell.

According to a fourth aspect of the present invention, a high-pressure liquid is sprayed on the outer peripheral side of the existing pipe to press the shield shell into the ground, advance the shield shell, and within the shield shell, from inside the existing pipe, And crushing the end of the existing pipe.

For example, by using the above-described cloth replacement device, the replacement of the buried pipe can be performed in this manner.

[0014]

Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a view showing a method for replacing a buried pipe using a replacement apparatus according to the present invention.
FIG. 2 is a cross-sectional view taken along line II in FIG. 1, and FIG.
FIG. 3 is a diagram illustrating a main part of a cross section taken along line III-III in FIG. 1.

As shown in FIG. 1, the re-laying device includes a shield excavator 10, a cutter device 20, a high-pressure pump 30
And is used to replace the existing pipe 100 with a new pipe 200 having the same diameter.

The shield machine 10 includes a shield shell 12,
It includes a jack 14, a crushing arm 16 and an erector 18.

The shield shell 12 is formed slightly larger than the outer diameter of the existing pipe 100 so as to prevent collapse of the ground at the outer peripheral side of the existing pipe 100. In addition, shield shell 1
A plurality of injection ports 40 are opened at the tip of the nozzle 2 (see FIG. 3).
reference). The injection port 40 is connected to a pipe 42 provided inside the shield shell 12. Pipe 42
Is connected to a high-pressure pump 30 so that high-pressure liquid can be ejected from the ejection port 40. Thus,
The injected liquid shaves the ground in front of the shield shell 12, and the shield shell 12 can easily move forward. In addition,
The high-pressure pump 30 is mounted on an equipment truck (not shown) disposed behind the shield machine 10.

At the tip of the shield shell 12, a shear inflow prevention plate 44 is provided. This slippage prevention plate 4
4 is provided so as to close the gap between the shield shell 12 and the existing pipe 100. Specifically, as shown in FIG. 3, a plurality of shear inflow prevention plates 44 are provided so that the ends are overlapped to form a ring, and prevent earth and sand from entering the inside of the shield shell 12. Further, a brush 46 holding grease is provided behind the shear inflow prevention plate 44 so as to stop water. A brush 47 is also provided on the rear end of the shield shell 12 to stop water here.

The holding roller 4 is provided inside the shield shell 12.
8 are provided to keep the distance between the shield shell 12 and the existing pipe 100 substantially constant.

The jack 14 is fixed to a support plate 13 provided inside the shield shell 12.
The piston rod 14a expands and contracts so as to push out the shield shell 12 by taking a reaction force at the tip end surface of the piston rod 14a. New pipe 200
Is constructed by automatically assembling the segments 202 by the erector 18. Since the erector 18 is well known, its description is omitted.

The crushing arm 16 is also attached to the support plate 13 so that it can freely rotate and rotate. The crushing arm 16 has a crusher 16 a, and utilizes the gap between the shield shell 12 and the existing pipe 100 to use the existing pipe 1.
00 can be crushed across the rear end. However,
Considering the strength of the existing pipe 100, it is difficult to crush the crusher 16a alone. Therefore, the cutter device 20 is used.

The cutter device 20 is separate from the shield machine 10. An arm 24 is provided on a moving section 22 having wheels and moving within the existing pipe 100.
4 is provided with a cutter 26. The arm 24 is shown in FIG.
As shown in the figure, the rotation can be made around a central axis along the tunnel axis, and the length can be adjusted. Since the cutter 26 is provided so as to rotate at the distal end of the arm 24, the inner peripheral surface of the existing pipe 100 can be cut along the circumference. Here, it is not always necessary to cut the existing pipe 100 by the cutter 26, but it is sufficient that the crusher 16a can damage the rear end of the existing pipe 100 to such an extent that it can be crushed.

The re-laying apparatus according to the present embodiment is configured as described above, and the re-laying method will be described below.

First, the cutter device 2 is installed inside the existing pipe 100.
0 and the shield machine 1 at the entrance of the existing pipe 100
0 is placed. Then, the high-pressure liquid sent from the high-pressure pump 30 is jetted from the tip of the shield shell 12, and the jack 14 cuts the shield shell 12 while shaving the ground.
Press to make the shield machine 10 excavate. At this time,
The jack 14 takes a reaction force at the tip end surface of the new pipe 200.

Thus, the shield shell 12 is connected to the existing pipe 10
It gradually excavates the outer peripheral side of 0 to prevent collapse of the ground in place of the existing pipe 100. And 1 of segment 202
When the excavation of the pieces is completed, the next segment 202 is assembled. Further, a backing material 204 is injected into the outer peripheral side of the segment 202.

During this time, the existing pipe 100 is crushed. Specifically, first, at least the inner surface of the existing pipe 100 is scratched by the cutter device 20, and the rear end of the existing pipe 100 is crushed and removed by the crushing arm 16.

By repeating the above steps, the existing pipe 10
0 can be replaced with a new pipe 200. According to this construction method, the shield machine 10 builds a tunnel that is slightly larger than the existing pipe 100, so that when laying a new pipe 200 having the same diameter as the existing pipe 100, the tunnel is too large. There is no such thing. Therefore, the backing material 204 injected between the new pipe 200 and the ground is
The same amount as when constructing a tunnel by a general shield method is sufficient. Further, according to the laying replacement method according to the present embodiment, since a cutter bit or the like is not used for excavating the ground, it is effective to apply the method to a sand or clay layer.

[0028]

[Brief description of the drawings]

FIG. 1 is a view showing a method of replacing a buried pipe using a replacement apparatus according to the present invention.

FIG. 2 is a sectional view taken along line II in FIG.

FIG. 3 is a diagram showing a main part of a cross section taken along line III-III in FIG. 1;

[Explanation of symbols]

 Reference Signs List 12 shield shell 14 jack 16 crushing arm (crushing means) 18 elector 26 cutter 30 high-pressure pump 40 injection port 46 brush (seal member) 100 existing pipe 200 new pipe 202 segment

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[Procedure amendment]

[Submission date] June 28, 1996

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] 0014

[Correction method] Change

[Correction contents]

[0014]

Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a view showing a method for replacing a buried pipe using a replacement apparatus according to the present invention.
FIG. 2 is a sectional view taken along line II-II in FIG.
FIG. 3 is a diagram showing a main part of a cross section taken along line III-III in FIG. 1.

[Procedure amendment 2]

[Document name to be amended] Statement

[Correction target item name] Figure 2

[Correction method] Change

[Correction contents]

FIG. 2 is a sectional view taken along line II-II in FIG.

Claims (4)

[Claims] 1. A shield shell pressed into the ground at an outer peripheral side of an existing pipe, a jack for advancing the shield shell, and a cutter for cutting the existing pipe from the inside in the shield shell,
A crushing means for crushing an end of the existing pipe; and a high-pressure pump, wherein a liquid injection port connected to the high-pressure pump is formed at a tip on a press-fit side of the shield shell. Buried pipe replacement equipment. 2. The apparatus according to claim 1, further comprising an erector within the shield shell, wherein the jack advances the shield shell by taking a reaction force in a segment assembled by the erector. Characteristic replacement equipment for buried pipes. 3. The apparatus for replacing a buried pipe according to claim 1, wherein the shield shell has a seal member for stopping water between the shield shell and the existing pipe. 4. A high-pressure liquid is sprayed on the outer peripheral side of the existing pipe to press the shield shell into the ground, advance the shield shell, cut the existing pipe from inside inside the shield shell, and cut the existing pipe. Method for laying buried pipes, characterized by crushing the end of the pipe.