JPH0788663B2 - Earth stop frame for burying pipes, etc. - Google Patents

Description

Detailed Description of the Invention

[0001]

The present invention relates, on embedded設用soil fiddle such as tube.

[0002]

2. Description of the Related Art A conventional method for burying a pipe or the like is to dig a groove of a predetermined length having a depth at which the pipe or the like is to be buried, and to protect the earth with a sheet pile over a side wall surface of the groove of a predetermined length. Work is done on piping etc. in a safe groove with earth stop. After the work such as piping in the groove where the soil is stopped is completed, the sheet pile of the grooved portion of the piping is removed and backfilling is performed. Then, similarly, a part of the groove of the other side is earthed and the pipes and the like are partially and sequentially advanced.

[0003]

In the above-mentioned method of piping into the soil, it is necessary to advance the side wall surface of the groove of a predetermined length while sequentially stopping the soil with a sheet pile, which is troublesome and difficult to perform. It took a lot of time and work efficiency was poor. In other words, the work for piping etc. is shorter than the time for earth retaining work with sheet piles. The present invention has been made to solve the above problems, and an object thereof is to provide a buried設用soil fiddle tube such that it is possible to perform the embedding of such tubes safely and efficiently.

[0004]

In order to solve the above problems, the present invention has the following constitution. Embedded set of tube or the like of the present invention
The earth retaining frame is a side for covering the side surface of the trench dug on the ground surface.
Hold the plate at a predetermined interval with the holding member, and
Form a frame that opens in the
A solid and integral plate-shaped body, and both side plates are holding members
Are integrally connected by means of a joint between the holding member and both side plates.
Then, apply a right triangle reinforcing plate to reinforce and prevent deformation.
While stopping, along the dug groove at the lower front of the frame
And a tow part that connects both side plates
It is characterized by that.

[0005]

Next, the operation will be described. The side plates that cover the side wall surfaces of the trench dug on the ground surface are held substantially parallel to each other, and a frame body that opens vertically and forwardly and backwardly is arranged in the trench.
Work such as piping is performed inside the frame. Then, while digging a groove on the front side of the frame, pull the tow part of the frame with heavy equipment etc. according to the progress of work such as piping.
And move it, and perform piping etc. one after another.

[0006]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described in detail below with reference to the accompanying drawings. First, the earth retaining frame for burial will be described. FIG. 3 shows an outline of the earth retaining frame according to the present invention. Reference numeral 10 indicates an earth retaining frame. The earth retaining frame 10 is formed by holding side plates 12 and 12 having substantially the same shape in parallel with each other at a predetermined interval. In addition, in this embodiment, the distance between the front end portions of the side plates 12, 12 is formed to be slightly wider than the rear end portion. Further, the earth retaining frame 10 is made by separately forming three pieces of a lower frame 10A, a middle frame 10B, and an upper frame 10C ,
After that, they are integrally connected.

FIG. 1 is a cross-sectional side view showing a state in which the center of the earth retaining frame 10 is taken as a longitudinal section and one side plate 12 is viewed from the inside. 2 shows a plan view of the earth retaining frame 10 above the center line, and shows a cross-sectional view of the side plate 12A of the lower frame 10A constituting the earth retaining frame 10 below the center line. Less than,
Each frame body of the lower frame 10A, the middle frame 10B, and the upper frame 10C will be described. The lower frame 10A includes two side plates 12 that are parallel to each other.
It is formed by A and 12A. The side plate 12A is configured by fixing a closing plate 22A that closes the outer surface of the rectangular side frame 20A. The side frame 20A is arranged so that the opening sides of the frame members 14 and 18 having U-shaped cross sections face each other, and the rear ends of the frame members 14 and 18 are connected by the pillar members 16a (see FIG. 4). Reinforcing column 1 with a U-shaped cross section
It is configured by arranging 3 pairs of 6b and 16c with back to back (see FIG. 1). Further, the side frame 20A is reinforced by the reinforcing plates 19 ... Arranged in a grid pattern. For example,
As shown in FIG. 4, the reinforcing plate 19 is formed such that both ends thereof are slightly narrowed, and is fitted into the groove between the pillar member 16a and the reinforcing pillar 16c and fixed by welding. The other reinforcing plates 19 ... Are similarly welded and fixed. Holding members 24A and 24A are provided to hold the spaces between the side plates 12A and 12A. The holding members 24A, 24A are fixed to the frame members 18, 18 at the front and rear ends of the side frames 20A, 20A. The holding members 24A, 24A have an H-shaped cross section and are fixed to the frame members 18, 18 only on the lower end side. In addition, as shown by the dotted line in FIG. 4, the right triangular reinforcing plate 15 has a joining portion between the holding member 24A and the frame member 18, and the holding member 24A and the reinforcing column 1.
6c is welded to the joint to reinforce. Also, the side plate 1
Side cutters 26A and 26A extend from the front ends of 2A and 12A. The side cutter 26A is configured by covering the outer side surfaces of the extending portion 18a extending in the front end direction of the frame material 18 and the extending material 14a extending from the frame material 14 with the closing plate 22A. Further, a cut plate 28A having a sharp tip is fixed to the tip of the side cutter 26A (see FIG. 2). Side cutter 26 of lower frame 10A
A tow portion 30 is fixed to the base portions of A and 26A so as to be connected.

The middle frame 10B includes two side plates 1 positioned in parallel.
It is formed by 2B and 12B. Each side plate 12B is
Two frame members 20 and 21 having a U-shaped cross section are vertically opposed to each other, and like the lower frame 10A, a column member 16a is provided.
And reinforcement columns 16b and 16c are placed back to back 3
The side frame 20B is constituted by the pair and the outer surface is closed by the closing plate 22B.
It is formed by covering with. Also, the middle frame 10
Side cutters 26B and 26B are provided at the tip of B. The side cutter 26B is the side cutter 26 described above.
Similarly to A, the extending portion 20 extending beyond the frame members 20 and 21
The outer side surfaces of a and 21a are covered with a closing plate 22B. A cut plate 28B is fixed to the tip of the side cutter 26B, like the side cutter 26A. Furthermore, it demonstrates with reference to FIG. Side plate 12
In order to maintain the space B, 12B, each frame member 20, 21
Are held in the same width as the lower frame 10A by the holding members 24B ...
It is reinforced by. On the other hand, sand stop side plates 32B, 32B extending rearward are formed at the rear end of the middle frame 10B. In this sand stop side plate 32B, a side trapezoidal frame 31 is fixed to the rear end surface of the pillar 16a, and the outer side surface is covered with the closing plate 22B. The closing member 33B is fixed so as to cover the space between the pillar members 16a of the middle frame 10B.

The lower frame 10A and the middle frame 10B are frame members 1
8 and the frame member 20 are brought into contact with each other, and a bolt and a nut (not shown)
It is fixed by.

The upper frame 10C is formed by flattening the middle frame 10B. Therefore, the side cutters 12C and 12C have side cutters 26C and 26C and a sand stop side plate 32.
C and 32C are similarly provided. Side cutter 26
A cut plate 28C is fixed to the tips of C and 26C.
Further, the upper frame 10C includes the frame members 20, 2 of the middle frame 10B.
Frame members 20C and 21C corresponding to No. 1 are provided. Further, a closing member 33C is fixed so as to cover between the pillar members 16a at the rear end of the upper frame 10C, and the closing member 33C and the closing member 33B constitute the closing member 33 of the earth retaining frame 10. . The rear ends of the sand stop side plates 32C, 32C and the sand stop side plates 32B, 32B provided at the rear end of the upper frame 10C are formed so as to gradually extend forward from the lower part toward the upper part. The sand stop side plate 32C and the sand stop side plate 32B form the sand stop side plate 32 of the soil stop frame 10.
Are configured. In addition, each side cutter 26A, 26
Cut plates 28A, 28B and 28C at the tips of B and 26C are formed so as to gradually extend forward from the lower part toward the upper part, and constitute an integral side cutter 26. The middle frame 10B and the upper frame 10C contact the frame member 21 and the frame member 20C, and fix them with bolts and nuts (not shown).

Next, a construction method for burying a pipe using the earth retaining frame 10 will be described. The earth retaining frame 10 is usually used by integrally connecting the lower frame 10A, the middle frame 10B, and the upper frame 10C. The earth stop frame 10 can be inserted, and the groove 40 shallower than the height of the earth stop frame 10 is dug by a power shovel or the like (see FIG. 6). Then, the earth stop frame 10 is put in the groove 40 by a crane or the like (see FIG. 7). A bucket is inserted from the space between the side plates 12 of the earth retaining frame 10 and the bottom surface 40a of the groove 40 is dug by a power shovel. Then, while digging the bottom surface 40a, the earth stopping frame 10 is hit from the top surface or the like so that the upper edge of the earth stopping frame 10 is at a position where a part of the upper frame 10C slightly projects from the ground (see FIG. 8). With the soil retaining frame 10 arranged in the groove 40, an operator enters the soil retaining frame 10 to perform work such as piping (FIG. 9).
reference). Since the earth retaining frame 10 has sufficient strength, safe work can be performed. When the work inside the earth retaining frame 10 is completed, or at the same time, the earth and sand in front of the earth retaining frame 10 are dug, and the earth retaining frame 1
A space 40b for advancing 0 is secured. Next, hook the bucket tip of the power shovel on the tow portion 30 provided at the lower front end of the soil stop frame 10,
Pull the earth stop frame 10 in the traveling direction . At this time, the towing unit 30
Is located along the groove at the lower front end of the soil stop frame 10,
The earth stop frame 10 does not float up. The earth retaining frame 10 is advanced to a position where a part of piping or the like remains in the rear portion in the space between the side plates 12 (see FIG. 10). In addition, since the side cutters 26, 26 are provided at the front end, the earth stopping frame 10 is advanced so that even if the inner wall surface of the groove 40 has a protrusion, the protrusion is cut (cut). .
Further, since the sand stop plate 32 provided at the rear end of the earth stop frame 10 extends rearward and the rear end surface of the earth stop frame 10 is closed by the closing member 33, the earth and sand on the rear side wall collapses. It does not flow into the earth stop frame 10. In the groove 40 behind the earth stop frame 10 pulled forward,
As the soil stopping frame 10 moves forward, sand is put in the back and backfilled (see FIG. 11). Repeat steps 1 to 3 above. Tighten the backfilled sand with water. This is pipe 4
This is for piercing No. 2 into the sand and flowing water to eliminate voids in the sand. In some cases, a vibrator may be used for sufficient compaction (see FIG. 12).
This compaction of sand is to prevent uneven settlement. Then, crushed stones are put into the sand and buried, and then a sufficient rolling compaction is carried out by a rammer or a compaction roller (see FIG. 13), and the earth retaining frame 10 is pulled up by a crane or the like while putting sand inside. To remove.

[0012]

A case will be described in which the groove 40 is once covered in the middle of the work so that an automobile or the like can pass therethrough. The upper frame 10C of the earth stop frame 10 is separated, and the middle frame 10B
The groove 40 can be covered by placing an iron plate or the like on the frame members 21, 21. In the above embodiment,
By forming the side plates 12 and 12 constituting the earth retaining frame 10 so that the tip portions thereof are slightly wider than the rear end portions thereof, they are advanced while being cut by the side cutter 26 of the earth retaining frame 10 in the groove 40, so that the rear end is It is easy to pull forward without obstructing the side surface of the groove 40. The side plates 12, 12 may be parallel to each other. Further, the earth retaining frame 10 is divided into several vertically
What was used as an integrated structure,
Also, it does not deform due to earth pressure. Although various descriptions have been given above with reference to the preferred embodiments of the present invention, it goes without saying that the present invention is not limited to the above-described embodiments, and for example, the height, width, and length of the earth retaining frame. It is needless to say that many modifications can be made without departing from the spirit of the invention, such as various changes in the structure and shape of the side plate.

[0014]

Since the present invention is constituted as described above, it has the following remarkable effects. 1) Both sides of the earth retaining frame are held by a holding member for a predetermined period.
It is held in septum joint between the holding member and the side plates
I'm applying a right triangle reinforcing plate to reinforce
So, even if the earth stop frame is moved forward, it does not deform. Well
Also, pull the earth retaining frame with a heavy machine to move it forward.
Will immediately stop soiling the inner wall of the groove.
As in the past, using a sheet pile on the inner wall surface of the groove to be worked
Greater work efficiency because it is not necessary to stop the soil each time.
The width can be improved and work such as efficient piping can be performed.
Wear. In addition, the traction part was installed on the lower part of the front of the frame.
So, when pulling the index part with heavy equipment etc., the frame body floats up
Never.

[Brief description of drawings]

FIG. 1 is a cross-sectional side view showing a state in which the center of a soil retaining frame according to the present invention is a longitudinal section and one side plate is viewed from the inside.

FIG. 2 is a plan view of a half of the earth retaining frame above the center line, and a side plate cross-sectional view of a lower frame constituting the earth retaining frame below the center line.

FIG. 3 is a schematic explanatory view of an earth retaining frame.

FIG. 4 is a perspective explanatory view showing a corner portion of the rear end of the lower frame.

FIG. 5 is a perspective explanatory view showing a rear portion of the middle frame.

[Fig. 6]

FIG. 13 is an explanatory view showing a construction method using an earth retaining frame.

[Explanation of symbols]

 10 Earth retaining frame 12 Side plate 22 Closure plate 26 Side cutter 30 Traction portion 32 Sand stop side plate 33 Closure member 40 Groove

Front page continued (72) Inventor Naomichi Katakura 18 Yanagicho, Nagano City, Nagano Chuno Electric Power Co., Ltd., President's branch (72) Inventor Takashi Nakanishi 18 Yanagimachi, Nagano City, Nagano Pref., Chubu Electric Power Co., Ltd., President's No branch (72) ) Inventor Akira Amamiya 524, Nagano City, Nagano City, Kitano Construction Co., Ltd. (72) Inventor, Tamio Anezaki, Nagano City, Nagano 1100-198 Kazama, Anesaki Construction Co., Ltd. (56) Reference: JP-A-59- 203191 (JP, A) JP-A-59-96394 (JP, A) JP-A-2-274918 (JP, A) Jitsuko 55-2146 (JP, Y2)

Claims (1)

[Claims] 1. A side for covering a side surface of a trench dug in the ground surface.
Hold the plate at a predetermined interval with the holding member, and
Forming a frame body that opens in the interior, and making both side plates constituting the frame body a solid and integral plate-like body
At the same time, the both side plates are integrally connected by a holding member,
A right-angled triangular reinforcing plate at the joint between the holding member and both side plates.
It is placed along the dug groove at the lower part of the front surface of the frame while applying and reinforcing it to prevent deformation .
In addition to that, it has a traction part that connects both side plates
Earth stop frame for burial such as pipes.