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A combined support structure for large-span deep foundation pits

A technology for supporting structures and deep foundation pits, which is applied in infrastructure engineering, construction, excavation, etc., can solve problems such as construction constraints and impacts, reduced service life, and limited cantilever supports, so as to eliminate disturbances, The effect of improving rigidity and adapting to a wide range

Active Publication Date: 2022-05-20
新力建设集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The most common cantilever support frame is limited by the traditional structural design. It is anchored in the poor and soft loose rock soil layer. From the perspective of the top view, the larger the span, the deeper the depth. The single-layer cantilever support The horizontal tensile force of the frame is difficult to withstand the lateral pressure of the soil, and the larger the span, the metal stress of each part of the cantilever itself will be torn under the triple tear of gravity, weighing shear force and horizontal tensile force of the soil layer, and its service life will be greatly reduced. There will be greater constraints and impacts on construction

Method used

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  • A combined support structure for large-span deep foundation pits
  • A combined support structure for large-span deep foundation pits
  • A combined support structure for large-span deep foundation pits

Examples

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Embodiment

[0030] see Figure 1-6 , the present invention provides a technical solution: a large-span deep foundation pit combined support structure, including four mutually symmetrical support mechanisms 1 and support walls 2, the four support mechanisms 1 are installed inside the support walls 2, and support Mechanism 1 includes a first support frame 101, a fixed frame 102, a connecting frame 103, a second support frame 104 and an arch frame 105;

[0031] The outer surface of the first support frame 101 is screwed to the outer surface of the connecting frame 103 by bolts, the outer surface of the connecting frame 103 is screwed to the outer surface of the fixed frame 102 by bolts, and the outer surface of the second support frame 104 is connected to the second support frame by bolts. The outer surface of a support frame 101 is threaded, the outer surface of the arched frame 105 is threaded with the outer surface of the second support frame 104 by bolts, and the outer surface of the arc...

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Abstract

The invention discloses a large-span deep foundation pit combined support structure, which includes four mutually symmetrical support mechanisms and support walls, the four support mechanisms are installed inside the support walls, and the support mechanisms include the first A supporting frame, a fixing frame, a connecting frame, a second supporting frame and an arched frame; the outer surface of the first supporting frame is threadedly connected with the outer surface of the connecting frame through bolts; this structure is supported by four sets of supporting mechanisms wall, and each group of support mechanisms cooperates with each other through the first support frame, the second support frame, the connecting frame and the arch frame, and the horizontal tension of the soil layer on both sides is offset by the arch frame, corresponding to The first support frame and the second support frame cooperate with each other. Based on the principle of effective stress, the effective stress is doubled to offset the pore pressure of the soil layer, so that the structure can effectively withstand heavy pressure loads and meet the practical requirements of the structure.

Description

technical field [0001] The invention relates to the technical field of foundation pit support structures, in particular to a combined support structure for large-span deep foundation pits. Background technique [0002] Foundation pit support is to ensure the safety of the underground structure construction and the surrounding environment of the foundation pit, and the support, reinforcement and protection measures adopted for the side wall of the foundation pit and the surrounding environment; [0003] The most common cantilever support frame is limited by the traditional structural design. It is anchored in the poor and soft loose rock soil layer. From the perspective of the top view, the larger the span, the deeper the depth. The single-layer cantilever support The horizontal tensile force of the frame is difficult to withstand the lateral pressure of the soil, and the larger the span, the metal stress of each part of the cantilever itself will be torn under the triple tea...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/04
CPCE02D17/04
Inventor 林先勇张忠显程林
Owner 新力建设集团有限公司
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