Anti-collapse supporting structure for engineering foundation pit

The support structure with adjustable components and arc-shaped boards addresses the issue of corner support inadequacy in excavation pits, ensuring stable and efficient construction by evenly distributing loads and preventing collapse.

CN223103665UActive Publication Date: 2025-07-15中建五局第三建设有限公司
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Patent Information

Application Number
CN202422390544.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-09-30
Publication Date
2025-07-15
Estimated Expiration
2034-09-30

AI Technical Summary

Technical Problem

The traditional foundation pit support is insufficient at the corners, which can easily lead to concentrated pressure and collapse, affecting construction safety and progress.

Method used

A combined structure including a base and a support plate is adopted. The two ends of the support plate are arc-shaped, equipped with arc-shaped plates and adjustment components. Through components such as sleeves and reinforcement plates, a surrounding area is formed to enhance support stability, and the pressure is dispersed by resisting the soft blocks and convex strips.

Benefits of technology

It significantly reduces the risk of collapse at the corners of the foundation pit, improves construction safety and stability, reduces soil loss, and enhances the overall support effect of the foundation pit.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of engineering foundation pit supporting, in particular to an engineering foundation pit anti-collapse supporting structure which comprises a base used for supporting and supporting plates arranged on the base, and the supporting plates are regularly arranged and arranged on the periphery of the inner side of a foundation pit. The base comprises a base body, one side of the base body is arranged in an opening shape and used for being matched with the supporting plate, a transverse plate is arranged on the other side of the base body, the middle of the transverse plate and the supporting plate are provided with an adjusting groove and a rail respectively, and an adjusting assembly is arranged between the rail and the adjusting groove and used for supporting the supporting plate and the transverse plate. According to the anti-collapse supporting structure for the engineering foundation pit, the supporting plate and the base are combined and arranged at the corners of the foundation pit, the bearing capacity of pressure applied by soil above can be improved, the collapse risk caused by insufficient supporting at the corners is reduced, and therefore the stability of the whole supporting structure is guaranteed.
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Description

Technical Field

[0001] The utility model relates to the technical field of engineering foundation pit support, in particular to an anti-collapse support structure for an engineering foundation pit. Background Technique

[0002] The anti-collapse of an engineering foundation pit is crucial for ensuring construction safety and engineering quality, preventing construction workers from being injured or buried due to soil collapse, which is directly related to the life safety of workers;

[0003] And the collapse may cause construction delays. Through effective protection, the construction progress can be maintained, unnecessary stoppages and inspections can be avoided, and anti-collapse measures help control soil loss and groundwater pollution, protecting the surrounding environment and ecology;

[0004] Traditional foundation pit supports are all carried out by means of reinforcement. And when contacting with the foundation pit, the inner size of the foundation pit cannot be completely regular. When using the reinforced components, part of them is in close contact with the inner wall, while the support at the corners of the foundation pit may be insufficient. And during the support, once there is no obvious support effect at the corners of the foundation pit, the pressure of the foundation pit is concentrated at the corners of the foundation pit, which is easy to cause partial collapse, causing greater pressure on the traditional support of the foundation pit and being unfavorable to the construction of the foundation pit. Based on this, this application provides an anti-collapse support structure for an engineering foundation pit. Content of the Utility Model

[0005] Aiming at the deficiencies of the prior art, the utility model provides an anti-collapse support structure for an engineering foundation pit, which solves the problem that in the existing foundation pit support and protection, the support for the corners is insufficient, easy to cause pressure concentration, and partial collapse occurs.

[0006] The anti-collapse support structure for an engineering foundation pit of the utility model includes a base for support, and a support plate arranged on the base, and the support plate is arranged around the inner side of the foundation pit;

[0007] The base includes a seat body, one side of the seat body is arranged in an open shape for adapting to the support plate, the other side is provided with a cross plate, an adjustment groove and a track are respectively opened in the middle of the cross plate and the support plate, and an adjustment component is arranged between the track and the adjustment groove for supporting the support plate and the cross plate;

[0008] The outer sides of both ends of the support plate are arranged in an arc shape, and a first chute is opened, and an arc plate is installed at the first chute, and the arc plate and the support plate form an enclosed area for protecting the four side frames of the foundation pit.

[0009] As a further improvement of the utility model, two symmetrically arranged positioning holes are provided at the opening on the top of the seat body, and a support shaft is inserted into the positioning hole, and the support shaft is plugged and adapted to a slide groove of the support plate.

[0010] As a further improvement of the present invention, a baffle is provided at the front end of the opening on the top of the seat body, and the baffle is adapted to the bottom of the support plate to reinforce the support plate.

[0011] As a further improvement of the present invention, sleeves are provided on both sides of the seat body located on the transverse plate, and the inner sides of the sleeves are adapted to the adjustment components.

[0012] As a further improvement of the utility model, a plug hole is opened on the outer side of the sleeve, a reinforcement plate is installed at the plug hole, a resistance block is arranged on the top of the reinforcement plate, and the resistance block and the reinforcement plate are arranged at a preset inclination angle.

[0013] As a further improvement of the utility model, the support plate includes a plate body, one side of the plate body is provided with interference strips arranged in a linear array for increasing the force-bearing area of the plate body, the other side of the plate body is provided with two symmetrically arranged mounting tubes at the track, the mounting tubes are adapted to the adjustment assembly, and a filling groove is opened downward at the top of the plate body for filling a buffer medium.

[0014] As a further improvement of the utility model, the adjustment assembly includes a reinforcement rod and two sets of telescopic parts, one end of the reinforcement rod is arranged at the interference block, and the other end is arranged at the arc plate through a slider.

[0015] As a further improvement of the utility model, the two groups of telescopic parts include telescopic part 1 and telescopic part 2, wherein the telescopic part 1 is arranged on the inner side of the sleeve, and the telescopic part 2 is arranged on the inner side of the installation tube.

[0016] As a further improvement of the present invention, the arc-shaped plate comprises an arc-shaped plate, both sides of the arc-shaped plate are provided with convex strips, and the convex strips are adapted to the sliding grooves provided on both sides of the plate body of the support plate.

[0017] As a further improvement of the utility model, a soft resistance block is provided on one side of the arc-shaped plate, and the soft resistance block is used to increase the surface area of the outer side of the arc-shaped plate and improve the supporting effect. A second slide groove is provided on the back of the arc-shaped plate, and the second slide groove is adapted to a slider connected to the other end of the reinforcement rod.

[0018] Compared with the prior art, the beneficial effects of the utility model are as follows:

[0019] The utility model improves the bearing capacity of the pressure exerted by the upper soil through the combination of the support plate and the base, and arranges them at the corners of the foundation pit, significantly reduces the risk of collapse caused by insufficient support at the corners, thereby ensuring the stability of the overall support structure;

[0020] The surrounding area formed by the arc-shaped support plate and the arc-shaped plate can effectively wrap around the foundation pit, prevent soil loss, and reduce soil erosion. At the same time, it can resist external impact and provide additional protection for the foundation pit; the setting of the soft block and the arc-shaped design enable the support system to evenly disperse the pressure when the load is applied, reduce local stress concentration, and improve the safety of the construction process. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] The drawings described herein are used to provide further understanding of the present application and constitute a part of the present application. The illustrative embodiments of the present application and their descriptions are used to explain the present application and do not constitute improper limitations on the present application.

[0022] Figure 1 This is a schematic diagram of the top view of the combined structure of the support plate and the curved plate of the utility model;

[0023] Figure 2 This is a schematic diagram of the three-dimensional structure of the support plate of the utility model;

[0024] Figure 3 for Figure 2 The enlarged structural diagram at A in the middle;

[0025] Figure 4 This is a side view structural diagram of the support plate of the utility model;

[0026] Figure 5 This is a schematic diagram of the structure of the other side of the support plate of the utility model;

[0027] Figure 6 This is a schematic diagram of the top view of the support plate of the utility model;

[0028] Figure 7 for Figure 6 Schematic diagram of the AA section structure;

[0029] Figure 8 This is a side view structural diagram of the support plate and the adjustment assembly combination of the utility model;

[0030] Figure 9 It is a schematic diagram of the three-dimensional structure of the arc plate of the utility model.

[0031] In the figure: 1. base; 2. support plate; 3. adjustment assembly; 4. curved plate; 5. resistance block; 6. reinforcement plate; 7. foundation pit;

[0032] 11. seat body; 12. baffle plate; 13. horizontal plate; 14. sleeve; 15. positioning hole; 16. plug-in hole; 17. adjustment slot;

[0033] 21. Resistance strip; 22. Plate body; 23. Filling slot; 24. Slide slot 1; 25. Mounting cylinder; 26. Track;

[0034] 31. Reinforcement rod; 32. Telescopic member 1; 33. Sliding block; 34. Telescopic member 2;

[0035] 41. Arc-shaped plate; 42. Soft resistance block; 43. Second slide groove; 44. Raised strip. DETAILED DESCRIPTION

[0036] The following will disclose multiple embodiments of the utility model with diagrams. For the purpose of clear description, many physical details will be described together in the following description. However, it should be understood that these physical details should not be used to limit the utility model. In other words, in some embodiments of the utility model, these physical details are not necessary. In addition, for the purpose of simplifying the diagram, some conventional structures and components will be depicted in a simple schematic manner in the diagram.

[0037] In addition, the technical solutions between the various embodiments can be combined with each other, but it must be based on the fact that ordinary technicians in the field can implement it. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such combination of technical solutions does not exist and is not within the scope of protection required by the present utility model.

[0038] like Figures 1 to 5 As shown, the engineering foundation pit anti-collapse support structure provided in the present application includes a base 1 for support, a support plate 2 arranged on the base 1, and the support plate 2 is arranged around the inner side of the foundation pit 7.

[0039] Specifically, the base 1 includes a base body 11, one side of the base body 11 is open and adapted to fit with the support plate 2, and the other side is provided with a transverse plate 13, an adjustment groove 17 and a track 26 are respectively provided in the middle of the transverse plate 13 and the support plate 2, and an adjustment component 3 is provided between the track 26 and the adjustment groove 17 for supporting the support plate 2 and the transverse plate 13.

[0040] The outer sides of both ends of the support plate 2 are arranged in an arc shape and are provided with a slide groove 24 , at which an arc plate 4 is installed. The arc plate 4 and the support plate 2 form an enclosing area for protecting the surrounding frames of the foundation pit 7 .

[0041] The above-mentioned support structure design can provide higher stability through the combination of the base 1 and the support plate 2, especially at the corners of the foundation pit 7, reducing the risk of partial collapse caused by insufficient support.

[0042] It should be noted that the adjustment slots 17 and the tracks 26 set above can enable the position of the support plate 2 to be flexibly adjusted during the construction process, which is particularly useful for the complex and irregular shape of the foundation pit 7 and can effectively address the problem that the corners of the foundation border are not supported.

[0043] The enclosed area formed by the arc-shaped support plate 2 and the arc-shaped plate 4 can effectively wrap around the periphery of the foundation pit 7, prevent soil loss, and resist external impacts, further protecting the safety of the foundation pit 7.

[0044] Due to the convenience of the structural design during installation and adjustment, the operation time of construction workers can be reduced, the overall construction efficiency can be improved, and it helps to maintain the construction progress.

[0045] In some embodiments, two symmetrically arranged positioning holes 15 may also be provided at the top of the seat body 11 at the open-shaped part. A support shaft is inserted into the positioning holes 15, and the support shaft is inserted and adapted to the first chute 24 of the support plate 2.

[0046] At the same time, a baffle 12 is provided at the front end of the top of the seat body 11 at the open-shaped part. The baffle 12 is adapted to the bottom of the support plate 2 for strengthening the support plate 2; the seat body 11 is provided with sleeves 14 on both sides of the cross plate 13, and the inner side of the sleeves 14 is adapted to the adjusting assembly 3.

[0047] During the installation process, first place the seat body 11 at a suitable position inside the foundation pit 7, and then insert the support shaft into the positioning holes 15 to be adapted to the first chute 24 of the support plate 2 to ensure that the support plate 2 can be stably connected and avoid displacement and shaking;

[0048] At the same time, install the baffle 12 to enhance the fixity of the bottom of the support plate 2 to ensure that the support plate 2 is not easily deformed during the construction process. Moreover, the installation of the baffle 12 effectively reduces the displacement of the support plate 2 during the construction process and enhances the stability of the entire support structure. This reinforcement measure can significantly reduce the risk of collapse at the corners of the foundation pit 7.

[0049] The insertion setting of the support shaft and the chute of the support plate 2 ensures that the support plate 2 can be stably connected, improves the stability of the entire support system, and can better meet the needs of the irregular foundation pit 7.

[0050] Furthermore, connecting the adjusting assembly 3 to the cross plate 13 through the sleeves 14 can adjust the distance between the two support plates 2 as needed during the construction to better adapt to the actual situation of the foundation pit 7.

[0051] Through the cooperative design of the sleeves 14 and the adjusting assembly 3, the installation and adjustment processes are made more convenient, the operation is smoother, and it can quickly respond to the changing needs of the construction site.

[0052] It can be understood that, through the above-mentioned support structure, the bearing capacity of soil pressure can be enhanced, so that the stability of the foundation pit 7 during construction is better, and the safety hazards such as landslides caused by insufficient support are reduced.

[0053] In some other embodiments, a plug hole 16 may be opened on the outside of the sleeve 14, a reinforcement plate 6 is installed at the plug hole 16, a resistance block 5 is arranged on the top of the reinforcement plate 6, and the resistance block 5 and the reinforcement plate 6 are both arranged at a preset inclination angle.

[0054] In addition, the support plate 2 includes a plate body 22, and one side of the plate body 22 is provided with a resistance strip 21 arranged in a linear array for increasing the force-bearing area of the plate body 22, and the other side of the plate body 22 is provided with two symmetrically arranged mounting tubes 25 at the track 26, and the mounting tubes 25 are adapted to the adjustment component 3. A filling groove 23 is opened downward from the top of the plate body 22 for filling a buffer medium.

[0055] During the construction of the foundation pit 7, the sleeve 14 is first fixed at a preset position, and then the reinforcing plate 6 is connected to the sleeve 14 through the plug hole 16 to ensure that it is firm and not easy to loosen.

[0056] The inclined abutment block 5 of the reinforcement plate 6 contacts the support plate 2 to enhance the force-bearing effect and effectively disperse and resist external pressure during the construction process.

[0057] A resistance strip 21 is provided at the edge of the support plate 2 to increase the force-bearing area, and a buffer medium, such as gel, rubber filler, etc., is filled in the top of the support plate 2 to further enhance the impact resistance.

[0058] Installing the adjustment assembly 3 enables the support plates 2 to adjust their spacing according to the actual conditions of the construction site, ensuring that the support plates 2 can contact the inner wall of the foundation pit 7 and form a stable resistance effect, thereby improving the stability of the support.

[0059] See also Figure 1 The adjustment assembly 3 includes a reinforcement rod 31 and two sets of telescopic parts. One end of the reinforcement rod 31 is arranged at the abutment block 5, and the other end is arranged at the arc plate 4 through a slider 33.

[0060] The two groups of telescopic parts include a telescopic part 1 32 and a telescopic part 2 34 . The telescopic part 1 32 is arranged on the inner side of the sleeve 14 , and the telescopic part 2 34 is arranged on the inner side of the mounting tube 25 .

[0061] During the installation process, firstly, one end of the reinforcing rod 31 is fixed to the abutment block 5 to ensure that it can effectively connect the support plate 2 and the arc plate 4 to form a solid support system.

[0062] The first telescopic member 32 and the second telescopic member 34 are respectively installed inside the sleeve 14 and inside the mounting cylinder 25, and the two are used in cooperation to meet the need for adjusting the spacing of multiple support plates 2 in the foundation pit 7;

[0063] By adjusting the length of the telescopic member, the position and stress condition of the support plate 2 can be quickly changed to adapt to different situations of the foundation pit 7.

[0064] The adjusting assembly 3 can be adjusted as needed to maintain the best support effect and ensure the safety and efficiency of the construction of the foundation pit 7.

[0065] Through the design of the reinforcing rod 31 and the telescopic member, the entire support system can be flexibly adjusted, quickly adapt to the support and protection needs of the foundation pit 7, and thus provide a more reliable support effect.

[0066] The connection between the reinforcing rod 31 and the abutting block 5 effectively resists the deformation caused by soil thrust or construction vibration, significantly enhances the stability of the support structure, and reduces the risk of collapse; moreover, due to the simple installation and operation of the adjusting assembly 3, the construction personnel can quickly adjust the height and position of the support plate 2, reducing the construction time and improving the overall construction efficiency.

[0067] Please refer to Figure 1 、 Figure 9 ; The arc-shaped plate 4 includes an arc-shaped plate body 41, and convex strips 44 are arranged on both sides of the arc-shaped plate body 41, and the convex strips 44 are adapted to the first chutes 24 opened on both sides of the plate body 22 of the support plate 2.

[0068] One side of the arc-shaped plate body 41 is provided with an abutting soft block 42, and the abutting soft block 42 is used to increase the surface area outside the arc-shaped plate body 41 to improve the support effect. A second chute 43 is opened on the back of the arc-shaped plate body 41, and the second chute 43 is adapted to the slider 33 connected to the other end of the reinforcing rod 31.

[0069] It can be understood that the arc-shaped plate body 41 is designed to be arc-shaped, which can disperse the pressure exerted by the soil at the diagonal corners of the foundation pit 7. At the same time, convex strips 44 are arranged on both sides of the arc-shaped plate body 41, which can form a stable connection when contacting the plate body 22 of the support plate 2. The convex strips 44 are adapted to the first chutes 24 on both sides of the plate body 22 of the support plate 2 to ensure that the arc-shaped plate body 41 will not be unstable due to sliding when applying a load.

[0070] The abutting soft block 42 is located on one side of the arc-shaped plate body 41, and its function is to increase the surface area outside the arc-shaped plate body 41, improve the contact area with the surrounding soil or support structure, and enhance its support effect.

[0071] The soft block is usually made of an elastic material such as rubber, which can effectively buffer the pressure and impact force of the soil. When the applied load changes, the deformation ability of the abutting soft block 42 ensures the uniform distribution of force and prevents excessive local stress.

[0072] The second chute 43 is arranged on the back of the arc-shaped plate 41 and is adapted to the slider 33 connected to the other end of the reinforcing rod 31, allowing the slider 33 to move freely within the second chute 43, so that the connection between the reinforcing rod 31 and the arc-shaped plate 41 can be adjusted, thereby realizing the adjustment of the support plate 2 to meet the needs of the inner support of the foundation pit 7.

[0073] During the installation process, the arc-shaped plate 41 and the plate body 22 of the support plate 2 are connected through the convex strip 44 and the first chute 24, and then ensure that the contact soft block 42 is in full contact with the external environment.

[0074] By adjusting the connection between the reinforcing rod 31 and the slider 33, the construction personnel can realize the fine adjustment of the arc-shaped plate 41 to adapt to different construction environments and load requirements.

[0075] The elasticity of the contact soft block 42 enables the arc-shaped plate 41 to maintain stability when facing uneven loads, reducing the concentrated distribution of force, thereby effectively improving the support effect.

[0076] The convex strip 44 and the contact soft block 42 of the arc-shaped plate 41 can effectively increase the contact area with the soil or other structures, improve the bearing capacity of the entire support system, and thus reduce the support failure caused by uneven pressure.

[0077] It should be noted that the elastic characteristics of the contact soft block 42 enable the arc-shaped plate 41 to effectively absorb and disperse pressure when the load is applied, reduce the local stress concentration, extend the service life, keep the entire support system stable in various situations, enhance the safety during the construction process, and effectively reduce the occurrence probability of collapses or other accidents.

[0078] The above is only the embodiment of the present utility model and is not used to limit the present utility model. For those skilled in the art, the present utility model can have various changes and modifications. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model shall be included within the scope of the claims of the present utility model.

Claims

1. An anti-collapse support structure for an engineering foundation pit, comprising a base (1) for supporting, a support plate (2) arranged on the base (1), and the support plate (2) is arranged around the inner side of a foundation pit (7); characterized in that: The base (1) comprises a base body (11), one side of the base body (11) is arranged in an open shape for matching with the support plate (2), and the other side is provided with a transverse plate (13), the middle part of the transverse plate (13) and the support plate (2) are respectively provided with an adjustment groove (17) and a track (26), and an adjustment component (3) is arranged between the track (26) and the adjustment groove (17) for supporting the support plate (2) and the transverse plate (13); The outer sides of both ends of the support plate (2) are arranged in an arc shape and are provided with a slide groove (24). An arc plate (4) is installed at the slide groove (24). The arc plate (4) and the support plate (2) form an enclosed area for protecting the surrounding frames of the foundation pit (7).

2. The anti-collapse support structure for engineering foundation pits according to claim 1, wherein: The top of the seat body (11) is provided with two symmetrically arranged positioning holes (15) at the opening, and a support shaft is inserted into the positioning hole (15), and the support shaft is inserted and adapted to a slide groove (24) of the support plate (2).

3. The anti-collapse support structure for engineering foundation pits according to claim 1, wherein: A baffle (12) is provided at the front end of the opening at the top of the seat body (11), and the baffle (12) is adapted to the bottom of the support plate (2) and is used to reinforce the support plate (2).

4. The anti-collapse support structure for engineering foundation pits according to claim 1, wherein: The seat body (11) is provided with sleeves (14) on both sides of the transverse plate (13), and the inner side of the sleeves (14) is adapted to the adjustment assembly (3).

5. The anti-collapse support structure for engineering foundation pits according to claim 4, characterized in that: The outer side of the sleeve (14) is provided with an insertion hole (16), a reinforcing plate (6) is installed at the insertion hole (16), a resisting block (5) is arranged on the top of the reinforcing plate (6), and the resisting block (5) and the reinforcing plate (6) are both arranged at a preset inclination angle.

6. The anti-collapse support structure for engineering foundation pits according to claim 1, characterized in that: The support plate (2) comprises a plate body (22), one side of the plate body (22) is provided with a linear array of abutment strips (21) for increasing the force-bearing area of the plate body (22), the other side of the plate body (22) is provided with two symmetrically arranged mounting tubes (25) at the track (26), the mounting tubes (25) are adapted to the adjustment assembly (3), and a filling groove (23) is provided downwardly at the top of the plate body (22) for filling a buffer medium.

7. The anti-collapse support structure for engineering foundation pits according to claim 1, characterized in that: The adjustment assembly (3) comprises a reinforcement rod (31) and two sets of telescopic parts. One end of the reinforcement rod (31) is arranged at the abutment block (5), and the other end is arranged at the arc plate (4) through a slider (33).

8. The anti-collapse support structure for engineering foundation pits according to claim 7, characterized in that: The two groups of telescopic parts include telescopic part one (32) and telescopic part two (34), wherein the telescopic part one (32) is arranged on the inner side of the sleeve (14), and the telescopic part two (34) is arranged on the inner side of the mounting tube (25).

9. The anti-collapse support structure for engineering foundation pits according to claim 1, wherein: The arc-shaped plate (4) comprises an arc-shaped plate (41), both sides of which are provided with convex strips (44), and the convex strips (44) are adapted to be matched with a slide groove (24) provided on both sides of the plate body (22) of the support plate (2).

10. The anti-collapse support structure for engineering foundation pits according to claim 9, characterized in that: A soft abutment block (42) is provided on one side of the arc-shaped plate (41), and the soft abutment block (42) is used to increase the surface area of the outer side of the arc-shaped plate (41) to improve the supporting effect. A second slide groove (43) is provided on the back of the arc-shaped plate (41), and the second slide groove (43) is adapted to a slider (33) connected to the other end of the reinforcement rod (31).