Device for measuring outer side soil pressure of shield tunnel

Abstract

The invention relates to a device for measuring outer side soil pressure of a shield tunnel. The device 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 used for pulling the piston, a piston mounting supporting part used for mounting, an electric control system and an oil supply unit, wherein the oil bag is used for sensing soil body deformation and transmitting the soil pressure and engaged with the cylinder barrel through a thread, and compresses the silica gel O-shaped sealing ring to seal hydraulic oil;an outer thread and an inner thread are arranged on the lower part of the cylinder barrel, the outer thread is matched with an inner thread of a hoisting grouting hole, and the inner thread is connected with the piston mounting supporting part; a convex groove used for fixing the piston is formed in the lower position of the cylinder barrel, threads at the bottom and the top of the cylinder barrel are opposite in direction, and the thread at the bottom of the cylinder barrel and the inner thread of the hoisting grouting hole are the same in direction; and the piston is located in the cylinderbarrel and comprises an upper piston part, a formulating nipple, a heating rod, a pressure liquid level assembled temperature transmitter, an oil delivery pipe, an exhaust pipe and a lower piston part.

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...

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 c...

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