CN110017931B - Shield tunnel outside soil pressure measuring device - Google Patents
Shield tunnel outside soil pressure measuring device Download PDFInfo
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- CN110017931B CN110017931B CN201910240130.5A CN201910240130A CN110017931B CN 110017931 B CN110017931 B CN 110017931B CN 201910240130 A CN201910240130 A CN 201910240130A CN 110017931 B CN110017931 B CN 110017931B
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L5/00—Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes
- G01L5/0028—Force sensors associated with force applying means
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Abstract
The invention relates to a device for measuring soil pressure outside a shield tunnel, which comprises an oil bag, a silica gel O-shaped sealing ring, a water-swelling rubber sleeve, a cylinder barrel, a piston, a steel wire rope for drawing the piston, a piston mounting and supporting part for mounting, an electric control system and an oil supply unit, wherein the oil bag is used for sensing the deformation of a soil body and transmitting the soil pressure, and is engaged with the cylinder barrel through threads and tightly presses the silica gel O-shaped sealing ring to realize the sealing of hydraulic oil; the lower part of the cylinder barrel is provided with an external thread and an internal thread, the external thread is matched with the internal thread of the hoisting grouting hole, and the internal thread is connected with the piston mounting and supporting part; a convex groove for fixing the piston is arranged at the lower position of the cylinder barrel, the directions of the threads at the bottom and the top of the cylinder barrel are opposite, and the direction of the threads at the bottom of the cylinder barrel is the same as that of the inner threads of the hoisting grouting hole; the piston is positioned in the cylinder barrel and comprises an upper piston part, a set counter wire, a heating rod, a pressure liquid level set temperature transmitter, an oil conveying pipe, an exhaust pipe and a lower piston part.
Description
Technical Field
The invention belongs to the technical field of geotechnical engineering testing, and relates to a device for measuring soil pressure outside a shield tunnel.
Background
The continuous promotion of the national modernization process requires that cities contain enough urban population, and the construction and perfection of urban infrastructure ensure the high-speed running and employment capacity of the cities. The planning and development of urban rail transit cause a large number of subway tunnels to be constructed, wherein the shield construction method has the advantages of high construction speed, high automation degree, small influence on environment, mature industry and technology and the like, and is a preferred method for constructing the subway tunnels. The shield tunnel is formed by assembling lining segments and joint structures, and the lining structure is directly or indirectly contacted with a soil body through a grouting layer, so that the external soil pressure directly influences the internal force of the structure and the deformation of the joint, and further influences the durability and the waterproof performance of the structure in normal use. Considering from the perspective of the whole life cycle of the tunnel construction project, the accurate monitoring of the soil pressure is an important guarantee for the feasibility of tunnel construction, the rationality of structural design, the safety of construction and operation, and the maintenance and reinforcement after the tunnel reaches the design service life.
At present, the method for prefabricating a test segment is mainly adopted for monitoring the soil pressure, the method is to embed a soil pressure cell in a lining segment and keep the outer membrane of the soil pressure cell flush with the outer arc surface of the segment, the test segment is used as a structural component and is used for monitoring the pressure of the outer surface of a tunnel, but the method for monitoring the soil pressure has the following defects:
1. influenced by the rigidity of the medium to be measured
When the rigidity of the measured medium is small, the medium does not restrict the deformation response of the outer membrane of the soil pressure cell, the medium is close to an ideal stress condition, and the stress in the actual medium can be completely induced by the soil pressure cell; when the rigidity of the measured medium is higher, the self-bearing capacity of the medium is higher, the deformation is small, the deformation of the soil pressure cell is restricted, and meanwhile, the influence is aggravated by the existence of the side wall of the soil pressure cell, so that the stress in the medium cannot be completely sensed, and the measured stress is smaller than the actual stress in the medium.
2. Influenced by the size of the earth pressure cell
In order to ensure that the soil pressure cell can adapt to severe and complex test environments, a steel shell with a thicker side wall is adopted as the shell of the soil pressure cell, and the overall rigidity and stability of the soil pressure cell are improved. The larger the measuring range of the soil pressure cell is, the larger the thickness of the steel shell is, and the larger the difference between the measured value and the actual value is. The soil pressure is transmitted to the corresponding sensing element through acting on the outer membrane of the soil pressure cell, so that the area of the outer membrane can also influence the measured value, the larger the area of the outer membrane is, the more obvious the deformation is, and the measured value is close to the actual value.
3. Influenced by the buried state of the soil pressure cell
The soil pressure box is pre-buried in the prefabricated pipe piece, and the soil pressure box is subjected to a maintenance stage along with the manufacturing process of the prefabricated pipe piece, so that the pressure of the outer membrane of the soil pressure box is unevenly distributed, and further, the measurement error is caused; the prefabricated test segment cannot ensure that the outer membrane of the soil pressure box is in good contact with the test soil body in the contact process of the prefabricated test segment which is constructed and installed to be separated from the shield tail and the soil body.
4. Influenced by the sensor's own factors
The soil pressure cell is greatly influenced by environmental factors, and is required to be lightly taken and placed when being carried under the conditions that the indoor air humidity is required to be less than 80%, corrosive gas is not generated and ventilation is not generated, and the soil pressure cell which is not used for one year needs to be calibrated again; during the test process, the zero point of the soil pressure cell can drift along with the time, so the soil pressure cell is not suitable for long-term monitoring of the soil pressure.
Aiming at the problems, the device and the method for measuring the soil pressure outside the shield tunnel segment are developed, which can overcome environmental factors, installation factors and self factors of the sensor, and have higher engineering practical value for improving the measurement precision of the soil pressure.
Disclosure of Invention
The invention aims to provide a shield tunnel outside soil pressure measuring device, which realizes the contact with an outside soil body through a segment hoisting grouting hole, ensures the constant temperature state of hydraulic oil through a temperature control system in a soil pressure monitoring device, and finally realizes the long-term monitoring of the outside soil pressure of the tunnel by measuring the oil pressure in a constant temperature oil bag. In order to realize the aim, the technical scheme adopted by the invention is as follows:
a device for measuring soil pressure outside a shield tunnel comprises an oil bag 1, a silica gel O-shaped sealing ring 7, a water-swelling rubber sleeve 5, a cylinder barrel 4, a piston mounting and supporting part 8 for mounting, an electric control system and an oil supply unit, wherein,
the oil bag 1 is used for sensing the deformation of a soil body and transmitting the soil pressure, and is meshed with the cylinder barrel 4 through threads and tightly presses the silica gel O-shaped sealing ring 7 to realize the sealing of hydraulic oil;
the lower part of the cylinder barrel 4 is provided with an external thread and an internal thread, the external thread is matched with the internal thread of the hoisting grouting hole, and the internal thread is used for connecting with the piston mounting and supporting part 8; a convex groove 401 for fixing the piston is arranged at the lower part of the cylinder barrel 4, the directions of the bottom and top threads of the cylinder barrel 4 are opposite, and the direction of the bottom thread of the cylinder barrel 4 is the same as that of the internal thread of the hoisting grouting hole;
the water-swelling rubber sleeve 5 is wrapped outside the cylinder barrel 4 and used for preventing water from flowing into the shield tunnel through the penetrated hoisting grouting hole;
the piston is positioned in the cylinder barrel 4 and comprises a piston 'upper' part 2, a set pair wire 3, a heating rod 301, a pressure liquid level set temperature transmitter 302, an oil pipeline 303, an exhaust pipe 304 and a piston 'lower' part 6; the end part of the piston 'upper' part 2 is provided with a pointed plug which is mutually jointed with the inner wall of the oil bag 1, the side wall of the piston 'upper' part 2 is provided with a hole 201 for realizing the transmission of hydraulic oil to the oil bag, and the piston 'upper' part 2 and the piston 'lower' part 6 are in threaded engagement connection through setting the wire 3; a plurality of threaded holes are formed in the customized aligning wire 3, the customized aligning wire 3 is respectively connected with an oil conveying pipe 303, an exhaust pipe 304, a pressure liquid level set temperature transmitter 302 and a heating rod 301 through the threaded holes, and an O-shaped sealing ring is arranged at the threaded connection position of the customized aligning wire 3 and the lower part 6 of the piston to ensure the sealing of the inside of the oil cylinder; a reciprocating type dynamic seal is formed between the piston 'lower' part 6 and the cylinder barrel 4, a groove 601 matched with the rubber convex groove 401 of the cylinder barrel 4 is arranged on the outer side of the piston 'lower' part 6, and the bottom of the piston 'lower' part 6 is connected with the piston mounting and supporting part 8.
Preferably, the bottom of the "lower" portion 6 of the piston is provided with a wire hole for passing through the wire rope pulling the piston; the wire rope of the traction piston is used for clamping the traction piston into the convex groove 401 of the stainless steel cylinder barrel 4.
Drawings
FIG. 1 is a schematic view showing the installation of a soil pressure measuring device
FIG. 2 is a schematic view showing the operation of the soil pressure measuring device
FIG. 3 is a schematic view of the "upper" portion of the piston
FIG. 4 is a schematic view of the "middle" portion of the piston
FIG. 5 is a schematic view of the "lower" portion of the piston
FIG. 6 is a circuit schematic of the present invention
FIGS. 1 to 5 include:
1-TPU oil capsule; 2-piston "upper" part; 3, preparing paired filaments; 301-a heating rod; 302-pressure level set temperature transmitter; 303-an oil delivery pipe; 304-an exhaust pipe; 4-stainless steel cylinder; 401-rubber tongue; 5-a water-swellable rubber sleeve; 6-piston "lower" portion; 601-a fixed position groove; 602-a guide ring; 603-Glare circle; 604-pulling wire holes; 7-sealing the O-shaped ring; 8-a piston mounting support member; 9-soil pressure measuring device installation supporting component
Detailed Description
The technical solution of the present invention will be described in detail with reference to the following specific embodiments and the accompanying drawings, but the scope of the present invention is not limited to the following embodiments.
Now, with reference to the above drawings, an embodiment of the device for measuring soil pressure outside a tunnel is provided.
As shown in fig. 1, the soil pressure measuring device outside the shield tunnel of the present invention includes a TPU oil bag 1, a piston "up" part 2, a setting pair wire 3, a heating rod 301, a pressure liquid level set temperature transmitter 302, an oil pipe 303, an exhaust pipe 304, a stainless steel cylinder 4, a water-swelling rubber sleeve 5, a piston "down" part 6, a silica gel O-ring 7, a piston mounting support part 8, and a soil pressure measuring device mounting support part 9.
The TPU oil bag 1 has the main functions of sensing soil deformation and transmitting soil pressure, has the characteristics of heat preservation and heat insulation, and can be customized to different capacities according to the drilling requirement.
The outer surface of the stainless steel cylinder barrel 4 is sleeved with the water-swelling rubber sleeve 5 to ensure the waterproof performance of the hoisting grouting hole, the TPU oil bag 1 is connected with the stainless steel cylinder barrel 4 through thread meshing, and meanwhile, the silica gel O- shaped sealing rings 703 and 705 are arranged above and below the threads to realize the sealing of hydraulic oil.
Fig. 3-5 are three schematic diagrams of the piston, namely, the upper part, the middle part and the lower part, wherein the upper part 2 of the piston ensures that the shape of the TPU oil bag 1 in a measured soil body realizes equivalent replacement of soil and hydraulic oil, so that the measured soil pressure is more real. The side wall of the piston 'upper' part 2 is provided with a hole 201 to realize the transmission of hydraulic oil to the oil bag; piston "well" part 3 sets up four screw holes to the silk, is respectively: a threaded hole 3011 matched with the heating rod 301, a threaded hole 3021 matched with the pressure liquid level set temperature transmitter 302, a threaded hole 3031 matched with the oil conveying pipe 303, and a threaded hole 3041 matched with the exhaust pipe, wherein a matched silica gel O-shaped sealing ring is arranged at the upper and lower positions of each thread; a guide ring 602 and a Glare ring 603 are arranged on the outer side of the lower part 6 of the piston to realize reciprocating dynamic sealing, a fixed position groove 601 close to the bottom is arranged to be matched with the rubber convex groove 401 in size, and four traction wire holes 604 and a top position clamping groove 605 matched with the piston mounting and supporting part 8 are arranged at the bottom.
The upper part, the middle part and the lower part of the piston are connected through thread engagement, and silica gel O-shaped sealing rings are arranged at the upper and lower positions of the threads to ensure the sealing of the hydraulic oil. The TPU oil bag 1, the piston and the stainless steel cylinder 4 jointly form a hydraulic oil sealing cavity.
Before the soil pressure measuring device on the outer side of the shield tunnel is installed into a pre-drilled hoisting grouting hole, the oil conveying pipe 303 is connected with the oil supply unit, the soil pressure measuring device is kept to supply oil to the oil cavity vertically and downwards until hydraulic oil is discharged from the exhaust pipe 304, the oil cavity is guaranteed to be free of air, the exhaust pipe 304 is sealed, and the piston supporting part 8 is installed. The soil pressure measuring device outside the shield tunnel is installed as a pre-drilled hoisting grouting hole, and the supporting part 9 is installed by using the soil pressure measuring device to lock the position, so that the soil pressure measuring device is prevented from moving together when being detached along with the piston supporting part 8.
Fig. 2 is a schematic diagram of the operation of the soil pressure measuring device, that is, the installation is completed, after the part 9 locks the soil pressure measuring device, the piston supporting part 8 is disassembled, the oil supply unit is started to inject the calibrated volume of hydraulic oil into the oil cavity, meanwhile, the traction rope is pulled to make the piston move in the opposite direction of oil injection, and finally, the rubber groove 401 is clamped like the fixed position groove 601 to fix the position of the piston to ensure that the oil pressure in the oil cavity is equal to the soil pressure. After the oil injection is finished, the oil delivery pipe 303 is sealed, and the soil pressure measuring device is removed to install the supporting component 9. The wiring parts of the heating rod 301 and the pressure liquid level set temperature transmitter 302 can be placed in the hoisting grouting hole and filled with epoxy resin, so that equipment for externally arranging a junction box and a required space are saved.
FIG. 6 is a schematic circuit diagram of the present invention, which includes two parts of a temperature control circuit and an oil pressure measuring circuit, when the measured temperature signal and the oil pressure signal are transmitted to a PC or a PLC, the obtained temperature is compared with a set standard temperature for judgment, and if the measured temperature meets the requirement, the measured pressure is output; if the measured temperature does not meet the requirement, the PC or the PLC controls the working state of the heating rod 301 to adjust the temperature of the hydraulic oil in the oil cavity, the temperature is kept constant, the monitored soil pressure is equal to the oil pressure, and the accuracy of measurement is improved.
The method for measuring the soil pressure outside the shield tunnel specifically comprises the following steps:
And 2, drilling through a hoisting grouting hole and exceeding the outer surface of the lining by 200mm by using an air drill in the shield tunnel, and ensuring that the diameter of the drilled hole is 1-2 mm larger than the diameter of the TPU oil bag 1.
And 3, screwing the measuring device to the bottom in the hoisting grouting hole by using an inner hexagonal wrench through the threaded engagement connection between the piston mounting and supporting part 8 and the measuring device. The soil pressure measuring device mounting support member 9 is screwed into the hoist grouting hole using a monkey wrench, and comes into contact with the measuring device for the purpose of locking the measuring device.
And 4, unloading the piston mounting and supporting part 8, simultaneously opening an oil delivery valve, monitoring a flow meter on the oil pump, immediately stopping injecting oil when the injected hydraulic oil reaches the calibrated capacity of the TPU oil bag 1, closing the oil delivery valve, and sealing the oil delivery pipe 303.
And 5, screwing the mounting and supporting part 9 of the soil pressure measuring device out of the hoisting grouting hole by using a wrench, connecting the heating rod 301 and the lead of the pressure liquid level set temperature transmitter 302, placing a lead joint in the residual space of the hoisting grouting hole, and pouring by using epoxy resin to realize the final sealing of the hoisting grouting hole.
And 6, comparing the temperature multiplied by the temperature coefficient measured by the PC or the PLC with the preset hydraulic oil temperature, controlling the working state of the heating pipe, and heating the hydraulic oil to keep the hydraulic oil in a constant temperature state when the temperature is lower than the preset temperature. The detection frequency of the hydraulic oil pressure, that is, the soil pressure of the measuring point is set by the PC or the PLC, and the data is stored.
Claims (2)
1. A soil pressure measuring device outside a shield tunnel comprises an oil bag (1), a silica gel O-shaped sealing ring (7), a water-swelling rubber sleeve (5), a cylinder barrel (4), a piston mounting and supporting part (8) for mounting, an electric control system and an oil supply unit, wherein,
the oil bag (1) is used for sensing the deformation of a soil body and transmitting soil pressure, and is meshed with the cylinder barrel (4) through threads and tightly presses the silica gel O-shaped sealing ring (7) to realize the sealing of hydraulic oil;
the lower part of the cylinder barrel (4) is provided with an external thread and an internal thread, the external thread is matched with the internal thread of the hoisting grouting hole, and the internal thread is used for being connected with a piston mounting and supporting part (8); a convex groove (401) for fixing the piston is arranged at the lower part of the cylinder barrel (4), the directions of the bottom and top threads of the cylinder barrel (4) are opposite, and the direction of the bottom thread of the cylinder barrel (4) is the same as that of the internal thread of the hoisting grouting hole;
the water-swelling rubber sleeve (5) is wrapped outside the cylinder barrel (4) and used for preventing water from flowing into the shield tunnel through the penetrated hoisting grouting hole;
the piston is positioned in the cylinder barrel (4) and comprises an upper piston part (2), a set counter wire (3), a heating rod (301), a pressure liquid level set temperature transmitter (302), an oil conveying pipe (303), an exhaust pipe (304) and a lower piston part (6); the end part of the upper piston part (2) is provided with a pointed plug which is mutually attached to the inner wall of the oil bag (1), the side wall of the upper piston part (2) is provided with a hole (201) for realizing the transmission of hydraulic oil to the oil bag, and the upper piston part (2) and the lower piston part (6) are in threaded engagement connection with the wire (3) by making; a plurality of threaded holes are formed in the customized aligning wire (3), the customized aligning wire (3) is respectively connected with the oil conveying pipe (303), the exhaust pipe (304), the pressure liquid level set temperature transmitter (302) and the heating rod (301) through the threaded holes, and an O-shaped sealing ring is arranged at the threaded connection position of the customized aligning wire (3) and the lower part (6) of the piston to ensure the sealing property inside the oil cylinder; a reciprocating type dynamic seal is formed between the lower part (6) of the piston and the cylinder barrel (4), a groove (601) matched with a rubber convex groove (401) of the cylinder barrel (4) is arranged on the outer side of the lower part (6) of the piston, and the bottom of the lower part (6) of the piston is connected with a piston mounting and supporting component (8).
2. A measuring device as claimed in claim 1, characterised in that the bottom of the "lower" portion (6) of the piston is provided with a wire hole for passing through the wire rope pulling the piston; the steel wire rope of the traction piston is used for clamping the traction piston into the convex groove (401) of the stainless steel cylinder barrel (4).
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| CN201910240130.5A CN110017931B (en) | 2019-03-28 | 2019-03-28 | Shield tunnel outside soil pressure measuring device |
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| CN201910240130.5A CN110017931B (en) | 2019-03-28 | 2019-03-28 | Shield tunnel outside soil pressure measuring device |
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| CN110017931B true CN110017931B (en) | 2021-04-13 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111076848A (en) * | 2019-12-27 | 2020-04-28 | 天津大学 | Pressure measuring device and method |
| CN113340475B (en) * | 2021-05-20 | 2022-11-18 | 东南大学 | Device and method for testing contact stress between shield tunnel segments |
| CN113483920B (en) * | 2021-07-06 | 2023-08-01 | 蔡沛源 | Tunnel stratum soil pressure detection sensor and construction method |
| CN114018465B (en) * | 2021-09-26 | 2023-11-17 | 深圳市市政工程总公司 | Monitoring device for shield tail pressure balance |
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| JPS6193926A (en) * | 1984-10-13 | 1986-05-12 | Toda Constr Co Ltd | Device for measuring home position of earth pressure and hydraulic pressure |
| CN102621006B (en) * | 2012-03-30 | 2015-07-08 | 中国矿业大学(北京) | Pressure chamber for rock-soil rheological test |
| CN104132761B (en) * | 2014-08-04 | 2016-01-27 | 中国矿业大学 | Multiple spot coal and rock stress real-time monitoring device and method |
| CN105486431B (en) * | 2015-12-30 | 2017-09-29 | 山东科技大学 | A kind of recoverable drilling hole stress monitoring device and monitoring method |
| CN107034873B (en) * | 2017-06-08 | 2019-02-12 | 南京工业大学 | The method for processing foundation of the multidirectional precompressed of combined vacuum is squeezed in a kind of side |
| CN107761694B (en) * | 2017-10-30 | 2019-06-07 | 中国科学院深海科学与工程研究所 | A kind of underwater hole pressure touching methods probe |
| CN109372581B (en) * | 2018-12-14 | 2023-11-14 | 山东科技大学 | Roof stratum horizontal extrusion force monitoring device and use method |
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