Stress safety inspection scheme for center diaphragm structure of shallow-buried ultra-large-span tunnel

A technology of safety and structural internal force, which is applied in the field of force safety inspection scheme of partition wall structure in shallow-buried super-long-span tunnels, and can solve the problem of simplified, rough, unconsidered deformation coordination of steel frame of side wall and middle partition at the arch foot of steel frame Displacement and other problems, to achieve the effect of reducing project cost, ensuring safety and stability, and ensuring construction safety

Active Publication Date: 2020-05-12
CHANGAN UNIV
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Problems solved by technology

In the past, the research on the mechanical properties of the middle partition mostly used numerical simulation and on-site monitoring. The mechanical model of the middle partition structure was too simplified and rough, and did not consider the deformation coordination between the steel frame o

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  • Stress safety inspection scheme for center diaphragm structure of shallow-buried ultra-large-span tunnel
  • Stress safety inspection scheme for center diaphragm structure of shallow-buried ultra-large-span tunnel
  • Stress safety inspection scheme for center diaphragm structure of shallow-buried ultra-large-span tunnel

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[0076] In order to make the objects and advantages of the present invention clearer, the present invention will be described in detail below in conjunction with the accompanying drawings and engineering examples. It should be understood that the specific implementations described here are only used to explain the present invention, not to limit the present invention.

[0077] figure 1 The construction plane structure of the ultra-long-span tunnel is given, and the left and right sides of the middle partition 1 are the leading upper step 4 and the rear leading upper step 5 respectively; figure 2 The overall model diagram of the support structure of the leading upper step is given. After the excavation of the leading step of the tunnel, the initial support is applied and the steel frame of the middle partition is erected. The steel frame 2 of the side wall is rigidly connected with the middle partition 1 at the vault, and at the same time, the bottom of the steel frame is firm...

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Abstract

The invention discloses a stress safety inspection scheme for the center diaphragm structure of a shallow-buried ultra-large-span tunnel. The scheme comprises the steps of: establishing a pilot upperstep center diaphragm mechanical model; calculating the unit displacement and load displacement of the skewbacks of a side wall steel frame and the center diaphragm; calculating the displacement of the skewbacks of the steel frame of the pilot upper step mechanical model; calculating displacement generated in the direction of a structural internal force; establishing a side wall steel frame-centerdiaphragm structure displacement coordination equation; calculating the structural internal force; and check and inspecting stress safety; and other steps. According to the stress safety inspection scheme of the invention, on the basis of the specific conditions of a support and the center diaphragm structure during the primary stage of the construction of the ultra-large-span tunnel, a supporting system is equivalent to a three-fold statically indeterminate hingeless arch-beam rigid fixed connection structure with a movable seat; a pilot upper step side wall steel frame-center diaphragm common bearing displacement mechanical calculation analysis model is established, so that the actual condition of the construction of the tunnel is accurately reflected.

Description

technical field [0001] The invention belongs to the technical field of tunnel construction in civil engineering, and in particular relates to a force safety inspection scheme for a partition wall structure in a shallow-buried super-long-span tunnel. Background technique [0002] In recent years, with the rapid development of the national economy and the rapid growth of traffic volume, the number of motor vehicles has continued to increase. In economically developed areas and peri-urban areas, the traffic volume has become increasingly saturated, and traffic congestion has seriously restricted the development of highway traffic. Considering the non-renewability and irreversibility of tunnel corridors, a large number of single-hole four-lane tunnel projects have emerged in new construction, reconstruction and expansion projects of expressways. At this stage, there are not many single-hole four-lane ultra-long-span flat highway tunnel engineering practices in my country, and th...

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Application Information

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IPC IPC(8): G01N3/08
CPCG01N3/08G01N2203/0003G01N2203/0019G01N2203/0075G01N2203/0682
Inventor 罗彦斌石州陈建勋陈丽俊王传武刘伟伟武云飞王梦洁
Owner CHANGAN UNIV
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