Supporting structure for subway station deep foundation pit construction
By setting side beams and cross beams inside the support plate, and combining them with diagonal bracing beams and connecting beams, a multi-layer support structure is formed, which solves the problem of unreinforced support structure in deep foundation pit construction and improves the stability and construction safety of the foundation pit.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-05-19
- Publication Date
- 2026-04-14
AI Technical Summary
The existing deep foundation pit support structures lack effective reinforcement measures in subway station construction, resulting in problems such as complex soil conditions, poor slope stability, complex underground facilities, tight construction period, limited construction site, high engineering risks, and high environmental protection requirements.
Side beams are installed inside the support plate, and crossbeams are vertically installed on the side beams. Adjustment components are installed between the crossbeams to adjust the prestress. Combined with diagonal bracing beams and connecting beams, a multi-layer support structure is formed to enhance the stability of the foundation pit.
It achieved good support for the foundation pit, improved the stability of the slope, reduced construction risks, and met the requirements of project schedule and environmental protection.
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Figure CN224119568U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the technical field of foundation pit support, and in particular to a support structure for deep foundation pit construction of subway stations. Background Technology
[0002] A subway station is an underground urban rapid transit system. It's a mode of transportation that utilizes underground roads and operates on a track-separated system, aiming to provide efficient, fast, and convenient urban transportation services. The standard construction sequence for the open-cut method is to construct the subbase, sidewalls, and roof slab after excavating to the predetermined depth; this is the standard construction method for the open-cut method.
[0003] Deep foundation pit engineering is characterized by complex soil conditions, poor slope stability, complex underground facilities, tight construction schedules, limited construction sites, high engineering risks, and stringent environmental protection requirements. Existing support structures for deep foundation pits typically employ methods such as diaphragm walls and pile banks, lacking reinforcement of the internal support structure. Therefore, to address these issues, this application provides a support structure for deep foundation pit construction in subway stations. Utility Model Content
[0004] To address the aforementioned problems, this application provides a support structure for deep foundation pit construction in subway stations.
[0005] This application provides a support structure for the construction of deep foundation pits in subway stations, including a support plate. A side beam is fixedly installed on one side of the support plate inside the foundation pit, and a crossbeam is installed between the side beams. An adjustment component is installed between the two crossbeams to apply prestress to the position of the crossbeam.
[0006] By setting side beams on the inner side of the support plate and vertically installing crossbeams on the side beams, and setting adjustment components between the crossbeams to adjust the prestress, a good support effect for the foundation pit can be achieved.
[0007] Preferably, angle iron brackets are installed on the side walls of the support plate, and the angle iron brackets and the side beams are bolted together.
[0008] Preferably, the crossbeams are provided in two sets, and each set of crossbeams is provided with two beams, with the two beams in each set connected by an adjusting component.
[0009] Preferably, the adjusting component is a jack.
[0010] Preferably, each of the crossbeams and side beams is provided with a diagonal bracing beam, and the diagonal bracing beams are fixedly connected to the crossbeams and side beams by bolts.
[0011] Preferably, a connecting beam is provided between each of the two sets of crossbeams.
[0012] In summary, this application includes the following beneficial technical effects:
[0013] By setting side beams on the inner side of the support plate and vertically installing crossbeams on the side beams, and setting adjustment components between the crossbeams to adjust the prestress, a good support effect for the foundation pit can be achieved. Attached Figure Description
[0014] Figure 1 It is the isometric drawing in Embodiment 1 of this application;
[0015] Figure 2 This is the bottom-view isometric drawing from Embodiment 1 of this application;
[0016] Figure 3 This is a structural diagram of the support component in Embodiment 1 of this application.
[0017] Explanation of reference numerals in the attached diagram: 1. Support plate; 2. Side beam; 3. Angle iron bracket; 4. Crossbeam; 5. Diagonal brace beam; 6. Connecting beam; 7. Jack. Detailed Implementation
[0018] The following is in conjunction with the appendix Figure 1 - Figure 3 This application will be described in further detail.
[0019] Example 1:
[0020] A support structure for deep foundation pit construction of subway stations, referring to Figure 1 - Figure 3 The support plate 1 is fixedly installed on one side of the foundation pit with side beam 2, and cross beam 4 is installed between the side beam 2. Adjustment components are installed between the two cross beams 4 to apply prestress to the position of the cross beam 4.
[0021] By setting side beams 2 on the inner side of the support plate 1, and vertically installing crossbeams 4 on the side beams 2, and setting adjustment components between the crossbeams 4 to adjust the prestress, a good support effect for the foundation pit can be achieved.
[0022] Angle iron bracket 3 is installed on the side wall of the support plate 1, and the angle iron bracket 3 and the side beam 2 are fixedly connected by bolts.
[0023] Two sets of crossbeams 4 are provided, and each set of crossbeams 4 has two beams. The two beams in each set of crossbeams 4 are connected by an adjusting component.
[0024] The adjusting component is jack 7.
[0025] Each crossbeam 4 and side beam 2 is provided with a diagonal bracing beam 5, and the diagonal bracing beam 5 is fixedly connected to the crossbeam 4 and side beam 2 by bolts.
[0026] A connecting beam 6 is provided between each of the two sets of crossbeams 4.
[0027] The foregoing description, with reference to preferred embodiments, illustrates an exemplary implementation of a support structure for deep foundation pit construction in a subway station provided by this disclosure. However, those skilled in the art will understand that various modifications and alterations can be made to the above specific embodiments without departing from the spirit of this disclosure, and various combinations can be made to the various technical features and structures proposed in this disclosure without exceeding the protection scope of this disclosure, which is determined by the appended claims.
Claims
1. A support structure for deep foundation pit construction of subway stations, comprising a support plate (1), characterized in that: The support plate (1) is fixedly installed with side beams (2) on one side inside the pit, and cross beams (4) are installed between the side beams (2). An adjustment component is installed between the two cross beams (4) to apply prestress to the position of the cross beams (4).
2. The support structure according to claim 1, characterized in that: Angle iron brackets (3) are installed on the side wall of the support plate (1), and the angle iron brackets (3) and the side beams (2) are bolted together.
3. The support structure according to claim 2, characterized in that: The crossbeams (4) are arranged in two sets, and each set of crossbeams (4) is further divided into two sets. The two crossbeams in each set of crossbeams (4) are connected by an adjusting component.
4. The support structure according to claim 3, characterized in that: The adjusting component is a jack (7).
5. The support structure according to claim 4, characterized in that: Each of the crossbeams (4) and side beams (2) is provided with a diagonal bracing beam (5), and the diagonal bracing beam (5) is fixedly connected to the crossbeams (4) and side beams (2) by bolts.
6. The support structure according to claim 5, characterized in that: A connecting beam (6) is provided between each of the two sets of crossbeams (4).