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Method for measuring earth pressure on outer side of shield tunnel

A technology of shield tunneling and measurement methods, applied in force/torque/work measuring instruments, measuring devices, force sensors in holes in stressed structures, etc., can solve the problem of unsuitable long-term monitoring of earth pressure and inability to guarantee earth pressure The outer membrane of the box is in good contact with the test soil, and it is affected by the buried state of the soil pressure box, etc.

Active Publication Date: 2019-07-23
TIANJIN UNIV
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] 2. Influenced by the size of the earth pressure cell
[0008] 3. Affected by the buried state of the earth pressure box
[0009] The earth pressure cell is pre-buried in the prefabricated segment, and along with the production process of the prefabricated segment, it goes through the curing stage together, resulting in uneven pressure distribution on the outer membrane of the earth pressure cell and resulting in measurement errors; During the soil contact process, it cannot be guaranteed that the outer membrane of the earth pressure cell is in good contact with the test soil
[0010] 4. Affected by the sensor itself
[0011] The earth pressure cell is greatly affected by environmental factors. The indoor air humidity is required to be less than 80%, no corrosive gas and ventilation conditions, and it is required to be handled with care when handling. The earth pressure cell that has not been used for a year needs to be re-calibrated; During the test, the zero point of the earth pressure cell will drift with time, so it is not suitable for long-term monitoring of earth pressure

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  • Method for measuring earth pressure on outer side of shield tunnel
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  • Method for measuring earth pressure on outer side of shield tunnel

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Embodiment Construction

[0035] The technical solutions of the present invention will be described in detail below in conjunction with specific embodiments and drawings, but the protection scope of the present invention is not limited to the following embodiments.

[0036] In combination with the above-mentioned drawings, an implementation case of the earth pressure measurement device outside the tunnel is proposed.

[0037] Such as figure 1 As shown, the earth pressure measuring device outside the shield tunnel of the present invention includes a TPU oil bag 1, the "upper" part 2 of the piston, a set pair wire 3, a heating rod 301, a pressure liquid level set temperature transmitter 302, an oil delivery pipe 303, Exhaust pipe 304, stainless steel cylinder 4, water-expandable rubber sleeve 5, piston "lower" part 6, silicone O-ring 7, piston installation support part 8, earth pressure measurement device installation support part 9.

[0038] The main function of the TPU oil bladder 1 is to sense the de...

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Abstract

The invention relates to a method for measuring earth pressure on the outer side of a shield tunnel. The adopted measurement device comprises an oil bag, a silicon rubber O-shaped sealing ring, a water-swelling rubber sleeve, a cylinder barrel, a piston, a steel wire rope for pulling the piston, a piston installation support component for installation, an electronic control system and an oil supply unit, wherein the oil bag is used to sense soil deformation and transfer earth pressure, is meshed with the cylinder barrel by threads, and presses the silicon rubber 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 a hoistinggrouting hole, and the internal thread is connected with the piston installation support component; a convex groove for fixing the piston is arranged at a lower position of the cylinder barrel, the threads at the bottom and the top of the cylinder barrel have opposite directions, and the thread at the bottom of the cylinder barrel has the same direction as the internal thread of the hoisting grouting hole; and the piston is located in the cylinder barrel, and comprises an "upper" part of the piston, a formulation pair wire, a heating rod, a pressure liquid level set temperature transmitter, anoil delivery pipe, an exhaust pipe and a "lower" part of the piston.

Description

technical field [0001] The invention belongs to the technical field of geotechnical engineering testing, and relates to an outer earth pressure measuring device of a shield tunnel. Background technique [0002] The continuous advancement of the country's modernization process requires cities to accommodate a large enough urban population, and the construction and improvement of urban infrastructure ensures the city's high-speed operation and employment capacity. The planning and development of urban rail transit has led to the construction of a large number of subway tunnels. Among them, the shield tunneling method has many advantages such as fast construction speed, high degree of automation, small impact on the environment, and mature industry and technology. It is the preferred method for subway tunnel construction. The shield tunnel is composed of lining segments and joint structures. The lining structure is in direct or indirect contact with the soil through the groutin...

Claims

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Application Information

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IPC IPC(8): G01L5/00
CPCG01L5/0004
Inventor 张稳军高文元张高乐王祎上官丹丹丁超卢权威李宏亮
Owner TIANJIN UNIV
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