JP2007138475A - Recovered solid material conveying system and conveying method in shield machine - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a recovered solid material conveying system in a shield machine improving a solid recovery rate in long-distance excavation to reduce a treatment cost and environmental load. <P>SOLUTION: The shield machine conveys an excavated recovered solid material 50 to the outside of a pit by sludge pumps 42 arranged at predetermined spaces at a sludge pipe 40. The number of blade bodies of the sludge pumps 42a, 42b, 42c is increased every predetermined distance from the shield machine side toward the rear side, and the sludge pipe 40 is provided with a first solid recovery measuring device 44 for measuring the size of the recovered solid material 50. The sludge pipe 40 on the rear side of the sludge pump 42a is provided with second solid recovery measuring devices 46 for measuring the size of the recovered solid material 50, at predetermined spaces, and a control device is provided for adjusting the take-out dimensions of the recovered solid material 50 by controlling the rotating speed of a cutter head based on the measured results of the first and second solid recovery measuring devices 44, 46 and the dissolution rate of the recovered solid material 50 computed from the measured results. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention cuts and excavates the skeleton structure of soil particles in the solid state while retaining the skeletal structure in the same manner as the natural ground state during shield excavation, and transports and recovers the solid state sediment by fluid transport. The present invention relates to a transport system and a transport method.

  In general, in tunnel excavation with a muddy water shield machine, the skeletal structure of the excavated ground is destroyed by rotating the cutter bit, and is transported out of the mine by fluid transportation as close to the particle size of the soil particles as possible. I have to.

  In such a case, in order to separate the liquid as the transport medium and the solid content (soil particles) of the excavated sediment, a large-scale processing facility is required outside the mine.

  In particular, when excavating a natural ground that contains a lot of viscous soil, it is necessary to have a two-stage treatment facility that classifies the coarse particles with the primary treatment facility and further classifies the fine particles with the secondary treatment facility. Since the finely treated fine particles are handled as industrial waste (sludge), the start-up shaft site is expanded due to the increase in the size of the processing equipment, resulting in an increase in processing costs.

Therefore, the applicant of the present application first cuts and excavates the ground in the excavation path in a solid state by the rotation of the cutter head provided with the preceding bit and the trailing bit, and removes the solid collected by the excavation and excavation into the sludge pump. Thus, a solid recovery technique was proposed in which the inside of the mud pipe is transported together with the mud in the chamber and carried out of the mine (see Patent Document 1).
JP 2000-282784 A

  In such solid recovery technology, when long-distance excavation (for example, 3000 m or more) is performed, one solid recovery measuring device is installed between the shield excavator and the first sludge pump, and the cutout size of the solid recovery product is set. As well as controlling, the number of mud pumps installed according to the friction loss of the pipe line was installed, so that the solid recovery rate was large and the solid recovery rate was decreasing over long distances. .

  In particular, in order to lower the dissolution rate of the solid recovered material, it is necessary to increase the cutout size of the solid recovered material in the shield machine, but since the standard mud pump has a large number of rotating blades, There is a possibility that the recovered material may be clogged, and the cutout size of the solid recovered material cannot be increased.

  The object of the present invention is to transport the solid recovered material without increasing the melting rate even in long-distance excavation, improve the solid recovered rate, reduce the processing cost and reduce the environmental load, and the solid recovered material in the shielded excavator It is providing the conveyance system and conveyance method of this.

In order to achieve the above object, the solid recovery material transport system in the shield machine according to the present invention cuts and excavates the ground in the excavation path in a solid state by the rotation of the cutter head provided with the leading bit and the trailing bit, The collected solid material excavated and excavated is transported in the mud pipe together with the mud water in the chamber by a plurality of mud pumps having rotating blades arranged inside the mud pipe at predetermined intervals and carried out of the mine. A system for transporting solid recovery in a shield machine,
The drainage pump increases the number of blades of each drainage pump from the shield machine side to the rear side for each predetermined distance,
A first solid recovery measuring device for measuring the size of the solid recovered material is provided in the sludge pipe between the shield machine and the first waste mud pump, and the sludge pump is connected to the rear sludge pipe. A plurality of second solid recovery measuring devices for measuring the size of the solid recovery at the back are provided at predetermined intervals,
The number of revolutions of the cutter head is controlled based on the measurement results of the first solid recovery measurement device and the second solid recovery measurement device and the dissolution rate of the solid recovery product calculated from the measurement results. Control means for adjusting the cut-out dimension of the solid recovery product is provided.

Further, the method of transporting the solid recovered material in the shield machine of the present invention is to cut and excavate the ground in the excavation path in a solid state by rotating the cutter head provided with the leading bit and the trailing bit, and the cut and excavated solid In a shield machine that transports the collected material in the sludge pipe together with the muddy water in the chamber by a plurality of sludge pumps having rotating blades arranged inside the sludge pipe at predetermined intervals. A method for transporting solid recovery,
A step of transporting the solid recovered material together with the muddy water by raising the lift by a mud pump that increases the number of blades of each mud pump from the shield machine side to the rear side by a predetermined distance;
A step of measuring the cutout size of the solid recovered material by a first solid recovery measuring device provided in a sludge pipe between the shield machine and the first sludge pump;
A step of measuring the size of the solid recovered material behind by a plurality of second solid recovery measuring devices provided at a predetermined interval from the sludge pump to the rear sludge tube;
Based on the measurement results of the first solid recovery measurement device and the second solid recovery measurement device, and the dissolution rate of the solid recovery product calculated from the measurement results, the control means determines the rotation speed of the cutter head. A step of controlling and adjusting the cut-out dimension of the solid recovered product;
It is characterized by including.

  According to these inventions, by increasing the number of blades of each sludge pump from the shield machine side to the rear side for each predetermined distance, even if the cutout size of the solid recovered material by the cutter head is increased, the initial stage Thus, the solid recovered product can be transported without clogging, and the lift can be raised at a stage where the dissolution rate increases as going backward, so that reliable transport can be performed.

  Further, in addition to the first solid recovery measuring device, a plurality of second solid recovery measuring devices are provided at a predetermined interval in the rear sludge pipe from the first sludge pump, and the first solid recovery measurement is performed by the control means. The rotation speed of the cutter head is controlled based on the measurement result of the apparatus and the second solid recovery measurement device and the dissolution rate of the solid recovery product obtained by calculation from the measurement result to adjust the cutout size of the solid recovery product As a result, it is possible to prevent problems such as blockage and to prevent the solid recovery rate from being lowered.

  In particular, when the dissolution rate in the sludge line changes due to changes in the soil quality of the excavation route, adjustment of the cutting dimensions with the cutter head prevents malfunctions such as clogging and solid recovery regardless of soil changes. The rate can be prevented from decreasing.

  Further, the optimum size of the plurality of sludge pumps is compared by comparing the size and dissolution rate of the solid recovery product measured by the plurality of second solid recovery measuring devices with the planned size and dissolution rate of the solid recovery product. The number of blades can be determined.

  Hereinafter, embodiments of the present invention will be described with reference to the drawings.

  FIGS. 1-5 is a figure which shows the conveyance system of the solid collection thing in the shield machine concerning one embodiment of this invention.

  FIG. 1 is a schematic view of a shield machine in the muddy water type shield construction method. In this shield machine 2, a shield machine is provided while supplying muddy water to the chamber 12 inside the shield machine 10 to stabilize the face 14. By rotating the 10 cutter heads 16, the ground is excavated, and the segments 18 are sequentially added along with the excavation, and while the reaction force is applied to the segments 18 with the jacks 20, the cutter head 16 is rotated and the excavation is continued. To build a tunnel.

  The muddy water supplied to the chamber 12 is sent from a mud production facility or a muddy water treatment facility on the ground through a mud feeding pipe 22 which is a part of the mud feeding facility, and is required by a property adjusting facility in the tunnel. The properties are adjusted.

  Specifically, the property adjusting facility in the tunnel is provided in the mud preparation tank 24 and the mud feed pipe 22, and the static mixer 26 for mixing and stirring the mud preparation supplied from the mud preparation tank 24 and the mud water. And a viscometer 28 for measuring the mud aqueous state after mixing and stirring.

  A predetermined mud preparation is added from the mud preparation tank 24 as needed, and the viscosity of the mud fed water stirred and mixed by the static mixer 26 is measured by the viscometer 28 and supplied to the chamber 12.

  The measurement result by the viscometer 28 is sent to the control device 30, and the control device 30 adjusts the addition of the mud adjusting agent based on the measurement result.

  The cutter head 16 is rotationally driven by a motor (not shown) and cuts a ground mountain in the excavation path in a solid state so that the solid can be recovered. As shown in FIG. It was left behind between the preceding bits 70 to 80 for excavating the natural ground at almost constant intervals and the natural excavation formed by the preceding bits 70 to 80, that is, the natural ground of the portion between the previous excavations, that is, the preceding bits 70 to 80. A trailing bit 90 for cutting out and excavating the natural convexity is provided.

  Further, among the preceding bits 70 to 80, the preceding bits 70 to 77 constitute four preceding bit units 60 that draw different trajectories as the cutter head 16 rotates as a set.

  Further, the locus drawn by the preceding bits 70 to 80 is indicated by a one-dot chain line on the cutter head 22 in FIG.

  The trajectory of the preceding bits 70 to 80, that is, the preceding excavation groove is, for example, a substantially constant interval as shown by the trajectories 270 to 273 of the preceding bits 70 to 72. The size of the earth and sand after excavation can be set to a substantially constant size, that is, a size that does not block the transportation facility.

  The shield machine 10 includes a detection device 37 that detects the speed of the jack 20, a detection device 38 that detects the rotational speed of the cutter head 16, a detection device 39 that detects the cutter torque, and a computer that sends commands to the control device 30. 32, an input device 31 that inputs setting data for control to the computer 32, a storage device 34 that stores control data, and an information storage medium 36 that stores a control program are provided. Controls the rotational speed of the cutter head 16 on the basis of input information from the input device 31, and feedback-controls the rotational speed of the cutter head 16 on the basis of detection information from the detection devices 37 to 39.

  The solid recovered material cut out and excavated by the rotation of the cutter head 16 is sent to the muddy water treatment facility on the ground together with the muddy water in the chamber 12 by the solid recovered material transfer system.

  In the muddy water treatment facility, the solid content such as excavated sediment contained in the discharged mud water and the liquid content are separated (solid-liquid separation), and the separated liquid content is adjusted again after the necessary components are adjusted in the adjustment tank. It is sent out to the shield machine 10 and reused as muddy water.

  As shown in FIG. 3, the solid recovered material transport system includes a sludge pipe 40, a plurality of sludge pumps 42 disposed in the sludge pipe 40, a first solid recovery measuring device 44, and a plurality And a second solid recovery measuring device 46 serving as a base.

  The sludge pipe 40 allows the sludge water to flow and pass along with the solid recovered material, and is arranged with a constant diameter from the chamber 12 side to the outside of the mine.

  A plurality of mud pumps 42 are arranged in the mud pipe 40 at a predetermined interval so as to obtain a predetermined transport force.

  The interval between the mud pumps 42 is arranged, for example, every 250 m.

  In the case of the present embodiment, a long-distance excavation of 3000 m or more, for example, a long-distance excavation of 8000 m is assumed, and in such a long-distance excavation, the friction loss of the pipe line accompanying long-distance transportation is large, Therefore, it is necessary to equip the number of the mud pumps 42 according to the friction loss, and accordingly, the solid recovery rate increases, and the solid recovery rate decreases.

  In order to reduce the dissolution rate, it is necessary to increase the cut-out dimension of the cutter head 16, but it is conceivable that the blockage occurs depending on the configuration of the mud pump 42.

  Therefore, in the present embodiment, the configuration of the mud pump 42 is changed for each predetermined distance from the shield machine 10 side to the rear side.

  Specifically, as shown in FIG. 3, the configuration of the sludge pump 42 is changed between 0 m and 3000 m, between 3000 m and 6000 m, and between 6000 m and 8000 mm.

  The configuration of the mud pump 42 includes a mud pump 42a having two blade bodies 48 that rotate inside as shown in FIG. 4 (1), and three sheets that rotate inside as shown in FIG. 4 (2). Three types of a sludge pump 42b having a blade body 48 and a sludge pump 42c having four blade bodies 48 rotating inside as shown in FIG. 4 (3) are used.

  The net interval L1 between the blade bodies 48 of the mud pump 42a is 70 mm, the net interval L2 between the blade bodies 48 of the mud pump 42b is 60 mm, and the net interval L3 between the blade bodies 48 of the mud pump 42c is 50 mm. Yes.

  And, between 0 m and 3000 m, as shown in FIG. 4 (2), the waste mud pump 42 a having two blade bodies 48 rotating inside as shown in FIG. 4 (1) is shown between 3000 m and 6000 m. Such a sludge pump 42b having three blade bodies 48 rotating inside, and between 6000m and 8000m, a sludge pump having four blade bodies 48 rotating inside as shown in FIG. 4 (3). 42c is provided.

  By arranging the drainage pump 42 in this way, the ground is cut out to about 70 mm by the cutter head 16 and excavated, and the solid collection product is 0 m to the solid collection by the drainage pump 42a having a pure interval L1 between the blades 48 of 70 mm. By transporting between 3000m, the crushing is minimized and the solid recovery rate is increased.

  In this section, the transportation starts with the diameter of the solid recovered material 50a of about 70 mm at the beginning, and gradually dissolves to become a solid recovered material with a diameter of about 3000 mm and a diameter of about 60 mm.

  From there, the solid recovered material 50b is transported to 6000 m by the mud pump 42b having a pure interval L2 between the blades 48 of 60 mm.

  In this case, the solid recovered material 50c dissolves to about 52 mm in diameter at about 5000 m, and reaches about 50 mm in diameter when reaching 6000 m.

  Then, from 6000 m to 8000 m, the solid collection product is transported by the mud pump 42c having a pure interval L3 between the blade bodies 48 of 50 mm.

  In this section, the diameter of the solid recovered material 50d becomes about 40 mm by dissolution at about 7000 m, and the solid is recovered with about the same diameter.

  In this way, a natural ground is cut out and excavated with the maximum size that does not block the mud pump 42, and the number of blades 48 of the mud pump 42 is increased at every predetermined distance from the shield machine 10 side to the rear side. By transporting solid recovered material as much as possible without crushing it, increasing the solid recovery rate, increasing the amount of solid content classified in the primary treatment in the muddy water treatment facility, making the secondary treatment more efficient By making the processing equipment compact, it is possible to reduce the area of the required shaft site.

  In addition, it is possible to reduce the amount of labor and cost related to the disposal by reducing the secondary treated soil treated as industrial waste (sludge) with soft soil containing moisture.

  Moreover, when using the mud pumps 42 with different numbers of blade bodies 48 as in the present embodiment, the passage dimensions are different, so that it is conceivable that clogging may occur depending on the change in dissolution rate.

  Therefore, in the present embodiment, the first solid recovery measuring device 44 for measuring the cutout size of the solid recovery product 50 is provided in the drainage pipe 40 between the shield machine 10 and the first drainage pump 42a. In addition, a plurality of second solid recovery measuring devices 46 for measuring the size of the solid recovered material at the rear are provided at a predetermined interval in the rear sludge pipe 40 from the first sludge pump 42a.

  As the first and second solid recovery measuring devices 44 and 46, it is preferable to use a measuring device described in Japanese Patent Laid-Open No. 9-159623 previously proposed by the applicant of the present application.

  This measuring device is a device that radiates radio waves into muddy water, receives radio waves propagating through muddy water, calculates the density of individuals based on this reception level, and calculates the size of the solid from this density, and accurately measures It can be done.

  Specifically, as shown in FIG. 3, two second solid recovery measuring devices 46 are installed, one at approximately 300 m and one at 6000 m.

  Then, the control device 30 calculates the dissolution rate of the solid recovery product from the measurement results of the first solid recovery measurement device 44 and the second solid recovery measurement device 46, and based on the measurement result and the dissolution rate of the solid recovery product. The control device 30 controls the rotational speed of the cutter head 16 to adjust the cutout size of the solid recovery product.

  In this case, the size and dissolution rate of the solid recovery product measured by the second solid recovery measuring device 46 installed in a plurality of units are compared with the planned size and dissolution rate of the solid recovery product, and the optimum waste mud is obtained. The number of blades 48 of the pump 42 may be determined.

  In addition, when the dissolution rate in the sludge line changes due to changes in soil quality, the size and dissolution rate of the solid recovered material are measured by the second solid recovery measuring device 46 installed in plural units to prevent problems such as clogging. It is preferable to adjust the cut-out dimension of the cutter head 16 so as not to reduce the solid recovery rate.

  Next, a method for transporting a solid recovery product using such a solid recovery product transport system will be described.

  First, by using the mud pumps 42a, 42b, 42c in which the number of blades 48 of each mud pump 42 is increased by a predetermined distance from the shield machine 10 side to the rear side, the lift is raised and the solid recovered product 50 together with the mud water. To transport.

  In this case, by increasing the number of blades 48 of each mud pump 42 from the shield machine 10 side to the rear side by a predetermined distance, even if the cutout size of the solid recovered material 50 by the cutter head 16 is increased, the initial size is increased. The solid recovered product 50 can be transported without clogging at the stage, and the lift can be raised at a stage where the dissolution rate increases toward the rear, and reliable transportation can be performed.

  Next, the cut-out size of the solid recovered product 50 is measured by the first solid recovery measuring device 44 provided in the sludge pipe 40 between the shield machine 10 and the first sludge pump 42a.

  In this case, the cutout size of the solid recovered product 50 can be reliably monitored by the first solid recovery measuring device 44.

  Next, the size of the rear solid collected material 50 is measured by a plurality of second solid recovery measuring devices 46 provided at predetermined intervals from the first sludge pump 42 a to the rear sludge pipe 40.

  In this case, it is possible to reliably monitor the size of the solid recovered material 50 in the rear that is dissolved by the plurality of second solid recovery measuring devices 46.

  Based on the measurement results of the first solid recovery measurement device 44 and the second solid recovery measurement device 46 and the dissolution rate of the solid recovery product 50 calculated from the measurement results, the control device 30 causes the cutter head 16 to operate. Is adjusted to adjust the cut-out dimension of the solid recovered material 50.

  In this way, in addition to the first solid recovery measuring device 44, a plurality of second solid recovery measuring devices 46 are provided at a predetermined interval in the rear sludge pipe 40 from the first sludge pump 42a. The number of revolutions of the cutter head 16 is controlled based on the measurement results of the first solid recovery measurement device 44 and the second solid recovery measurement device 46 and the dissolution rate of the solid recovery product 50 calculated from the measurement results. Then, by adjusting the cut-out dimension of the solid recovered product 50, it is possible to prevent problems such as blockage and to prevent the solid recovery rate from being lowered.

  In particular, when the dissolution rate in the sludge line changes due to changes in the soil quality of the excavation route, adjustment of the cutting dimensions with the cutter head prevents malfunctions such as clogging and solid recovery regardless of soil changes. A decrease in rate can be prevented.

  Furthermore, the size and the dissolution rate of the solid recovered product 50 measured by the plurality of second solid recovery measuring devices 46 are compared with the planned size and the dissolution rate of the solid recovered product, and the plurality of sludge pumps 42 are compared. The optimum number of blades 48 can be determined.

  The present invention is not limited to the above-described embodiment, and various modifications can be made within the scope of the gist of the present invention.

  For example, although a description has been given of a mud pump having two, three, and four blades, the number of blades is not limited to the above embodiment.

  Further, the number of second solid recovery measuring devices is not limited to the above-described embodiment, and may be an arbitrary number.

It is the schematic of the shield machine in the muddy water type shield method used for the conveyance system of the solid recovery thing in this Embodiment. It is a front view of the cutter head of FIG. It is the schematic of the conveyance system of the solid collection thing in this Embodiment. (1) is a sectional view of a mud pump having two blades, (2) is a sectional view of a mud pump having three blades, (3) is a mud pump having four blades FIG.

Explanation of symbols

DESCRIPTION OF SYMBOLS 10 Shield machine 12 Chamber 14 Face 16 Cutter head 30 Control apparatus 40 Mud pipes 42, 42a, 42b, 42c Mud pump 44 First solid recovery measuring device 46 Second solid recovery measuring device 48 Blade bodies 50, 50s , 50b, 50c, 50d Solid recovered material 70, 71, 72, 73, 74, 75, 76, 77, 80 Leading bit 90 Trailing bit

Claims (2)

A ground head in the excavation path is cut and excavated in a solid state by rotation of a cutter head provided with a leading bit and a trailing bit, and the cut and excavated solid recovered material is rotated inside a mud pipe arranged at a predetermined interval. A solid recovery material transport system in a shield machine that transports the mud pipe in the chamber together with the mud water in the chamber and carries it out of the mine by a plurality of mud pumps having blades,
The drainage pump increases the number of blades of each drainage pump from the shield machine side to the rear side for each predetermined distance,
A first solid recovery measuring device for measuring the size of the solid recovered material is provided in the sludge pipe between the shield machine and the first waste mud pump, and the sludge pump is connected to the rear sludge pipe. A plurality of second solid recovery measuring devices for measuring the size of the solid recovery at the back are provided at predetermined intervals,
The number of revolutions of the cutter head is controlled based on the measurement results of the first solid recovery measurement device and the second solid recovery measurement device and the dissolution rate of the solid recovery product calculated from the measurement results. A system for transporting solid recovered material in a shield machine, comprising a control means for adjusting a cutout size of the solid recovered material. A ground head in the excavation path is cut and excavated in a solid state by rotation of a cutter head provided with a leading bit and a trailing bit, and the cut and excavated solid recovered material is rotated inside a mud pipe arranged at a predetermined interval. A method for transporting solid recovery in a shield machine that transports the mud pipe in the chamber together with the mud water in the chamber and carries it out of the mine by a plurality of mud pumps having blades,
A step of transporting the solid recovered material together with the muddy water by raising the lift by a mud pump that increases the number of blades of each mud pump from the shield machine side to the rear side by a predetermined distance;
A step of measuring the cutout size of the solid recovery by a first solid recovery measuring device provided in a sludge pipe between the shield machine and the first sludge pump;
A step of measuring the size of the solid recovered material behind by a plurality of second solid recovery measuring devices provided at a predetermined interval from the sludge pump to the rear sludge tube;
Based on the measurement results of the first solid recovery measurement device and the second solid recovery measurement device, and the dissolution rate of the solid recovery product calculated from the measurement results, the control means determines the rotation speed of the cutter head. A step of controlling and adjusting the cut-out dimension of the solid recovered product;
A method for transporting solid recovery in a shield machine, comprising:

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