JP2000160544A - Drain driving construction method and device therefor - Google Patents

Abstract

PROBLEM TO BE SOLVED: To perform execution work by consistently controlling a process of reliably driving a drain material to the prescribed remaining depth by redriving the driving material after detecting the co-rise by confirming remaining of the drain material when pulling out a driving pipe. SOLUTION: A tachometer 11 for measuring the feed length of a drain material 1 by rotating by contacting with the drain material 1 and a depth indicator 12 for measuring the depth of a driving pipe 2 are provided. Then, a drain driving construction method is provided with a pullout starting time remaining confirming process in which the drain material 1 penetrates through the driving pipe 2, an anchor 3 is attached to the tip to be locked on the driving pipe 2, and the drain material 1 is intruded in the ground G together with the driving pipe 2 to detect remaining of the anchor 3 when starting pullout of the driving pipe 2 by reaching the prescribed remaining depth, a pullout time remaining confirming process of detecting remaining of the drain material 1 at pullout time and a redriving process of driving back these up to the prescribed remaining depth by stopping pullout after detecting the co-rise of the anchor 3 in the remaining confirming process at these pullout starting time and the co-rise of the drain material 1 in the pullout time remaining confirming process.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stabilizing a ground by discharging water contained in a soft ground. The present invention relates to an improvement in a drain casting method of pulling out a casting pipe while leaving the fiber drain material at a predetermined remaining depth.

[0002]

2. Description of the Related Art There is known a fiber drain construction method in which, for example, a fiber drain material is poured into a soft ground to discharge water contained in the soft viscous soil to promote the stabilization of the ground.

Conventionally, in this fiber drain method, a fiber drain material is engaged with the tip of a casting pipe and driven into the ground, and the casting pipe is pulled out to leave the drain material in the ground. In this case, the drain material may rise together, and in such a case, it is necessary to re-install the drain material.

Therefore, it is necessary to confirm the remaining of the drain material when the fiber drain material is cast and the casting tube is pulled out, and several techniques related to this have been disclosed. For example, according to the present applicant,
Japanese Patent Publication No. 49006 and Japanese Patent Publication No. 2-27486 disclose a method of confirming the remaining position of the drain material and a technique relating to the method. This known technique is to provide a plurality of detection means at predetermined intervals in a drain material, and to confirm the remaining by detecting the detection means by the detection means, which is effective, but provides many detection means. It is necessary and is a technique only for confirming the remaining data, and does not include a countermeasure in the case of detecting a rising edge.

[0005]

SUMMARY OF THE INVENTION In the present invention, the drain material is confirmed to remain at the time of pulling out the casting tube, and when the rise is detected, re-implantation is performed to surely drive the drain material to a predetermined remaining depth. It is an object of the present invention to provide a drain driving method and an apparatus for performing a process by integrally controlling a process of performing the drain driving.

[0006]

According to the drain casting method of the present invention, the drain material is engaged with the casting pipe and penetrates into the soil, leaving the drain material at a predetermined remaining depth. In the drain casting method, a tachometer for rotating the drain material in contact with the drain material and measuring the feed length and the return length of the drain material and a depth gauge for measuring the depth of the casting pipe are provided. When penetrating the drain material into the pipe, attaching an anchor to its tip and locking it to the casting pipe, penetrating the drain material together with the casting pipe into the soil, reaching the predetermined residual depth and starting pulling out the casting pipe The method includes a removal confirmation process at the time of drawing start for detecting the anchor remaining, and a drawing removal remaining confirmation process for detecting the drain material at the time of drawing.

In the pull-out start remaining confirmation step, a sensor for detecting an anchor is provided at the tip of the casting pipe, and it is determined that the anchor is going up when the anchor continues to be detected even after starting the pull-out of the casting pipe. It has become.

In the pulling-out remaining confirmation step, the drain material coupling is determined from the driving pipe depth by the depth meter and the feed length and return length of the drain material by the tachometer.

[0009] Further, when the rise of the anchor in the pulling start residual confirmation step or the rise of the drain material in the pulling residual confirmation step is detected, the drawing is stopped and the sensor at the tip of the casting pipe detects the anchor. The drain material and the casting pipe are relatively moved (the drain material may be unwound, the casting pipe may be further penetrated, or both may be used together), and from that point on, the casting pipe may be used. Is re-penetrated to the drawing starting depth, and the drawing of the casting pipe is started again.

According to the drain casting apparatus of the present invention, the drain casting is performed by locking the drain material into the casting pipe and penetrating into the soil, and pulling out the casting pipe while leaving the drain material at a predetermined remaining depth. In the apparatus, there is provided a tachometer for measuring the feed length and the return length of the drain material in contact with the drain material to rotate, and a depth gauge for measuring the depth of the casting pipe, wherein the drain material penetrates the casting pipe. An anchor is attached to the tip of the casting pipe and locked to the casting pipe, and a sensor is provided at the tip of the casting pipe to detect a remaining anchor at the time of starting the casting pipe withdrawal. There is provided a withdrawal-residual confirmation means for detecting the drain material withdrawal at the time of withdrawal from the measured values of the tachometer and the depth gauge.

Therefore, according to the present invention, the depth data from the depth gauge, the remaining length of the drain material from the tachometer, the presence / absence of co-occurrence at the time of starting pulling out by the sensor detection of the anchor, and the depth meter and the tachometer Fiber draining is performed by managing each item of whether or not co-incidence occurs at the time of pulling out from the depth and remaining length by pulling, and if co-occurrence occurs, re-driving is performed and drain material is surely kept at the specified remaining depth Is performed.

The drain material used in the present invention is optional, and a plate-like body of a synthetic resin, a belt-like body of an elongated fibrous substance, and the like are usually used.

[0013]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The embodiments of the present invention will be described below with reference to the drawings, in which a fiber drain is used. In FIG. 1, a fiber drain material 1 penetrates a casting pipe 2 that is driven into a ground G by a driving machine 10, and an anchor 3 is attached to a tip of the fiber drain material 1.
Is attached. Therefore, the fiber drain material 1 is locked by the anchor 3 in the direction of the casting of the casting pipe 2 into the soil.
Is provided to detect the presence of the anchor 3 which is the material to be detected.

The other end of the fiber drain material 1 is folded and loaded on the driving machine 10, and the reel 1
5, hanging down to the casting pipe 2 via the tension roller 16 and the tachometer 11. Then, as shown in FIG.
Is attached to a feed guide roller of the drain material 1 and detects a feed length and a return length of the drain material 1 from rotation of the roller. It is preferable that the rollers are provided with, for example, teeth to prevent slippage. And tension roller 1
Numeral 6 applies the tension by pressing the drain material 1 from the side, and it is also possible to detect the rise of the drain material 1 from the movement of the roller. Further, a depth gauge 12 for measuring the depth of the casting pipe 2 from the feed of the wire 7 connecting the casting pipe 2 is provided.

On the placing machine 10, there is mounted a management device 20 for collecting and managing data such as the remaining depth of the drain material, the remaining length, and the presence / absence of a rise.

Next, FIG. 3 is a block diagram showing the structure of the pulling-out start remaining confirmation means 21. As shown in FIG. Casting pipe 2
From the sensor 5 provided at the tip of the
To determine whether there is a rise, and when it is determined that there is a rise, the signal is output to the re-laying means 23 to check and manage the remaining drain material at the time of starting the drawing.

That is, at the start of pulling, the anchor 3
At the moment when the rod 3 is separated from the casting pipe 2, an off signal is transmitted from the sensor 5, and it can be confirmed that the anchor 3 has been left in the ground without generating a rise and the pulling out of the casting pipe 2 is started. Also, when the sensor 5 detects the presence of the anchor 3 and the ON signal is continuously transmitted, a co-up has occurred, and a response to re-installation is taken immediately.

The sensor 5 is also used to detect the completion of rewinding in the later-described rewinding of the drain material.

FIG. 4 shows a residual check means 2 at the time of extraction.
2 is a block diagram showing the configuration of FIG. Casting machine 10
Is output from the tachometer 11 and the depth gauge 12 provided to the co-up determination means 25, and the residual confirmation means 2 at the time of starting the drawing.
The tachometer 11 starts from the time when the remaining anchor 3 is confirmed in 1.
The remaining length is obtained from the feed length and the return length of the drain material 1 and continuously managed, and the determination of the presence / absence of co-up is continuously performed based on the remaining length and the data of the depth gauge 12. Then, when the occurrence of rising is detected, it is output to the re-placement means 23.

Next, the steps of the present invention will be described with reference to the flowchart of FIG. First, in step S1, a design remaining depth, which is a predetermined value, is set and stored in the management device 20, and then the penetration is started, and the driving depth is displayed in real time by the measurement of the depth gauge 12 (step S2). Next, it is determined in step S3 whether or not the design remaining depth has been reached. If No, the process returns to step S2, and if Yes, the process proceeds to step S4.

In step S4, the operator is notified that the design remaining depth has been reached, for example, by alarm means, and the measured remaining depth is recorded. Next, in step S5, the necessary remaining length is stored, and detection of the remaining length is started. Then, the pulling out of the casting pipe 2 is started (step S6), and the remaining confirmation means 2 at the time of starting the pulling out.
1 to confirm the remaining anchor 3 (step S7), NG
If yes, go to step S13; if OK, go to step S8.

In step S8, the withdrawal depth is displayed in real time by the measurement of the depth gauge 12, and the flow advances to step S9. The withdrawal-remaining confirmation means 22 sequentially determines whether or not the remaining length is satisfied (whether or not co-up), and NG. If so, step S
The process proceeds to step S13, and if OK, the process proceeds to step S10. Then, at step S10, it is displayed that the remaining length is satisfied, and at step S11, it is determined whether or not the required remaining length has been reached,
If No, the process returns to Step S8. If Yes, the process proceeds to Step S12, where the operator is notified that the required remaining length has been achieved, and the casting operation is completed.

When the process proceeds to step S13, the process proceeds to the re-installation process described later, and the process returns to the design remaining depth or a position deeper than that, and returns to step S4.

The recasting process is shown in the flowchart of FIG. When the occurrence of the upward climb is detected in step S7 or S9 (step S21), the drawing of the casting pipe 2 is stopped (step S22). Then, in step S23, the drain material 1 is rewound. In step S24, it is determined whether the sensor 5 has detected the anchor 3, and if No, the process returns to step S23. If Yes, the drain material 1 is used because the anchor 3 has been rewound to the tip of the casting pipe 2.
Is stopped (step S25), and step S26 is stopped.
Proceed to start re-penetration. Then, in step S27, it is determined whether or not a predetermined remaining depth, which is the drawing start depth, has been reached.
If it is, the procedure returns to step S26, and if Yes, the procedure returns to step S4 in FIG. 1 to pull out the casting pipe 2 again. Although the practice of the present invention has been described with respect to the placement of drain materials in landfills on land, it is apparent that the same can be practiced when improving soft ground on the water floor.

[0025]

The present invention is configured as described above,
At the start and at the time of pulling out of the casting pipe, it is confirmed that the drain material remains, and if a rise is detected, re-placement is performed and the drain material is reliably driven to a predetermined remaining depth. Can be managed consistently and reliably.

[Brief description of the drawings]

FIG. 1 is an overall configuration diagram of a fiber drain driving device of the present invention.

FIG. 2 is a flowchart of a fiber drain driving method according to the present invention.

FIG. 3 is a block diagram illustrating a configuration of a withdrawal start remaining confirmation unit.

FIG. 4 is a block diagram showing a configuration of a withdrawal remaining confirmation unit.

FIG. 5 is a flowchart showing the height of re-placement.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 1 ... Fiber drain material 2 ... Casting pipe 3 ... Anchor 5 ... Sensor 10 ... Casting machine 11 ... Tachometer 12 ... Depth gauge 15 ... Reel 16 ..Tension rollers

 ────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tomohiro Isoda 3273-2-15-102 Asahigaoka-cho, Hanamigawa-ku, Chiba-shi, Chiba F-term (reference) 2D043 DA09 DC14 DC15

Claims (5)

[Claims] 1. A drain casting method in which a drain material is engaged with a casting pipe and penetrates into the soil, and the drain material is pulled out while leaving the drain material at a predetermined remaining depth. A tachometer for measuring the feed length and return length of the drain material and a depth gauge for measuring the depth of the casting pipe are provided, and the drain material is penetrated through the casting pipe and an anchor is attached to the tip thereof. A pull-out start-residue confirmation process that locks to the cast-in pipe, penetrates the drain material together with the cast-in pipe into the soil, and detects the remaining anchor when the cast-out pipe starts to reach a predetermined remnant depth. A drain placement method, which sometimes includes a step of confirming the remaining of the drain material at the time of drawing. 2. The pulling start start remaining confirmation step is provided with a sensor for detecting an anchor at the tip of the casting pipe, and if the anchor continues to be detected even after starting the pulling of the casting pipe, it is determined that the anchor is going up. The draining method according to claim 1, which is a step. 3. The method according to claim 1, wherein the step of confirming the remaining at the time of pulling out is a step of judging whether the drain material rises from the casting pipe depth by the depth gauge and the feed length and return length of the drain material by the tachometer. Draining method described in 4. 4. When the rise of the anchor in the removal confirmation process at the start of drawing or the rise of the drain material in the removal confirmation process at the time of removal is detected, the drawing is stopped and the sensor at the tip of the casting pipe detects the anchor. 4. The process according to claim 1, further comprising the step of relatively moving the drain material and the casting pipe, re-penetrating the casting pipe to a drawing start depth from that point, and starting drawing of the casting pipe again. Drain construction method. 5. A drain casting device for locking a drain material into a casting pipe to penetrate into the soil and pulling out the casting pipe while leaving the drain material at a predetermined remaining depth. A tachometer for measuring the feed length and return length of the drain material and a depth gauge for measuring the depth of the casting pipe are provided, and the drain material penetrates the casting pipe and has an anchor attached to the tip thereof. It is locked to the casting pipe, a sensor is provided at the tip of the casting pipe to detect the remaining anchor at the time of starting the pulling of the casting pipe. A drain placement device for detecting a drain material remaining at the time of pulling out of the drainage device.