Deep foundation pit supporting structure with anti-seepage and flow guide functions

By using a rotating connection design for the support plate and support components, combined with sealing gaskets and diversion channels, the deformation adaptability and construction efficiency problems of traditional deep foundation pit support structures under complex soil pressure are solved, achieving the effects of seepage prevention, diversion, and stabilization.

CN224106429UActive Publication Date: 2026-04-10CHINA CUP CONSTR CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-05-13
Publication Date
2026-04-10

AI Technical Summary

Technical Problem

Traditional deep foundation pit support structures are unable to adapt to deformation when faced with complex soil pressure and uneven settlement, leading to local stress concentration and structural damage, as well as low construction efficiency and high cost.

Method used

The design of the support plate with rotating connection, combined with sealing gasket, flow guiding component and support component, realizes the seepage prevention and flow guiding function. The angle between the support plates can be finely adjusted, the support component forms a stable triangular structure, and the support component penetrates into the soil to provide support force.

Benefits of technology

It improves the stability and safety of the support structure, prevents leakage and collapse, reduces construction risks, and improves construction efficiency and safety.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a deep foundation pit supporting structure with anti-seepage and flow-guiding functions, which comprises a plurality of supporting plates, a plurality of supporting plates and a plurality of supporting plates, and the adjacent supporting plates are rotatably connected with each other; the sealing gasket is mounted at the joint of the two supporting plates and is used for sealing a gap between the two supporting plates; the flow guide assembly comprises a flow guide groove, and the bottom end of the flow guide groove is provided with a drainage hole facing outwards in the thickness direction of the supporting plate; the supporting assembly comprises supporting legs installed on the outer wall of the supporting plate, the supporting assembly forms a stable triangular structure through the supporting legs and supporting rods, large soil body side pressure can be borne, and it is guaranteed that the supporting structure is stable; and meanwhile, the supporting plates are rotationally connected, so that the angle can be finely adjusted when the supporting plates are stressed, the foundation pit deformation is adapted, the structure damage risk is reduced, and the overall safety and reliability are improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to deep foundation pit support structure technical field, concretely is deep foundation pit support structure with anti -infiltration and flow function. BACKGROUND

[0002] In the field of deep foundation pit construction, deep foundation pit support structure is the key facility to ensure construction safety and surrounding environment stability. With the continuous expansion of urban construction to underground space, the scale and depth of deep foundation pit are increasing, and the performance requirements of support structure are also increasing.

[0003] Traditional deep foundation pit support structure mostly adopts rigid connection mode, and each support component lacks flexibility. When the foundation pit is subjected to complex soil pressure or uneven settlement, it is difficult to effectively adapt to deformation, which may lead to local stress concentration of support structure and even cause structure damage or collapse accident. In the aspect of support, the support system stability of part of support structure is insufficient, and it cannot bear large soil lateral pressure, especially in the area with complex geological conditions, it is difficult to ensure construction safety. In addition, the traditional support structure is complicated to operate in the process of installation and disassembly, and the construction efficiency is low, which increases the construction cost and construction period pressure. SUMMARY

[0004] The utility model aims at providing deep foundation pit support structure with anti -infiltration and flow function to solve the problems in the above background.

[0005] To achieve the above object, the utility model provides the following technical scheme:

[0006] Deep foundation pit support structure with anti -infiltration and flow function, it includes:

[0007] Support plate, the support plate is equipped with several, and the adjacent support plate is rotatably connected between the connection;

[0008] Sealing gasket, the sealing gasket is installed at the connection of two support plates, and the gap of two support plates is sealed;

[0009] Flow assembly, the flow assembly includes flow groove, and the bottom end of the flow groove is provided with a flow hole outward along the thickness direction of the support plate;

[0010] Support assembly, the support assembly includes the support leg installed on the outer wall of the support plate.

[0011] In one preferred embodiment of the utility model, the support plate is arranged as a rectangle, a first ear hook is welded and connected to one side of the outer wall of the support plate, the first ear hook is provided with a plurality of, and a second ear hook is fixedly installed on the outer wall of the side of the support plate away from the first ear hook.

[0012] In a preferred embodiment of the utility model, the second ear hook is provided with several third ear hooks at the top and bottom, the inner wall of the top second ear hook is provided with a counterbore, and the first ear hook, the second ear hook and the third ear hook are mutually matched and clamped.

[0013] In a preferred embodiment of the utility model, the first ear hook, the second ear hook and the third ear hook are matched and inserted with the shaft pin, the top of the shaft pin is provided with an anti-drop plate, the anti-drop plate is matched and clamped with the inner wall of the counterbore, and the top outer wall of the anti-drop plate is fixedly installed with a pull ring.

[0014] In a preferred embodiment of the utility model, the flow guide groove is provided on the inner wall of the supporting plate, the flow guide groove is provided with several flow guide grooves, the bottom of the flow guide groove is converged to a flow discharge hole, and the outer wall of the flow discharge hole is fixedly installed with a flow guide pipe.

[0015] In a preferred embodiment of the utility model, the outer wall of the sealing gasket is sealingly connected with the connecting part of the two adjacent supporting plates, and the outer walls of the two sides of the sealing gasket are fixedly installed with sealing rubber edges.

[0016] In a preferred embodiment of the utility model, the inner walls of the two sides of the supporting plate are provided with insertion grooves, and the insertion grooves at the connecting part of the sealing rubber edge and the two supporting plates are sealingly and insertionally connected.

[0017] In a preferred embodiment of the utility model, the supporting assembly comprises first and second movable blocks, the first and second movable blocks are welded and connected on the outer wall of the supporting plate, the inner wall of the first movable block is rotationally connected with a supporting leg through a first insertion rod, and the bottom outer wall of the supporting leg is welded and connected with a supporting corner.

[0018] In a preferred embodiment of the utility model, the supporting corner is fixedly connected with the ground outside the deep foundation pit through a foundation bolt, the inner wall of the second movable block is rotationally connected with a supporting rod through a second insertion rod, the end of the supporting rod is provided with a clamping plate, the clamping plate is clamped and connected with the supporting leg, and the connecting part of the clamping plate and the supporting leg is insertionally connected through a third insertion rod.

[0019] Additional aspects and advantages of the utility model will be partially given in the following description, partially will become obvious from the following description, or will be understood through the practice of the utility model.

[0020] 1. The sealing gasket is tightly matched with the sealing rubber edge, effectively blocks the joint gap of the supporting plate, and prevents water seepage; the flow guide groove, the flow discharge hole and the flow guide pipe form a perfect flow guide system, can quickly discharge the foundation pit seepage water, keep the foundation pit dry, avoid the softening and collapse of the soil body caused by the accumulated water, and create a good environment for construction;

[0021] 2. The support assembly forms a stable triangular structure through the support legs and support rods, can bear a large earth body lateral pressure, and guarantees the stability of the support structure; meanwhile, the design of the rotating connection between the support plates enables the support plates to slightly adjust the angle when being stressed, adapt to the deformation of the foundation pit, reduce the risk of structural damage, and improve the overall safety and reliability. BRIEF DESCRIPTION OF DRAWINGS

[0022] The above and / or additional aspects and advantages of the present utility model will become apparent and more readily appreciated from the following description of the embodiments, with reference to the following drawings, in which:

[0023] Figure 1 Figure 1 is a front view of the main structure of the deep foundation pit support structure with anti-seepage and flow guiding functions;

[0024] Figure 2 Figure 2 is a plan view of the main structure of the deep foundation pit support structure with anti-seepage and flow guiding functions;

[0025] Figure 3 Figure 3 is a schematic view of the internal structure of the support plate in the deep foundation pit support structure with anti-seepage and flow guiding functions;

[0026] Figure 4 Figure 4 is a schematic view of the external structure of the support plate in the deep foundation pit support structure with anti-seepage and flow guiding functions;

[0027] Figure 5 Figure 5 is a schematic view of the support assembly structure in the deep foundation pit support structure with anti-seepage and flow guiding functions.

[0028] In the drawings: support plate 100, first ear hook 110, second ear hook 120, third ear hook 130, counterbore 131, shaft pin 140, pull ring 141, insertion slot 150, flow guide groove 200, flow release hole 210, first movable block 300, support leg 310, first insertion rod 320, support corner 330, anchor bolt 331, second movable block 340, support rod 350, clamping plate 351, second insertion rod 360, third insertion rod 370, sealing gasket 400, sealing rubber edge 410. DETAILED DESCRIPTION

[0029] The embodiments of the present utility model will be described in detail below, examples of which are shown in the drawings, wherein the same or similar reference signs represent the same or similar elements or elements with the same or similar functions throughout. The embodiments described below by referring to the drawings are exemplary and are only used to explain the present utility model, and cannot be understood as a limitation of the present utility model.

[0030] Embodiment one: as Figures 1-4 , comprising:

[0031] Support plate 100, the support plate 100 is provided with a plurality of support plates 100, and the adjacent support plates 100 are rotatably connected;

[0032] The sealing gasket 400 is installed at the joint of the two support plates 100 to seal the gap between the two support plates 100.

[0033] The flow guide assembly includes a flow guide groove 200, and the bottom end of the flow guide groove 200 is provided with a drainage hole 210 outward along the thickness direction of the support plate 100.

[0034] The support assembly includes a support leg 310 installed on the outer wall of the support plate 100.

[0035] The specific use scenario of this embodiment is: during the construction of a deep foundation pit, when facing groundwater seepage or rainwater accumulation, the support plate 100 serves as the protective main body of the side wall of the foundation pit. Since the adjacent support plates 100 are connected by rotation, they can adapt to a certain degree of deformation of the foundation pit, maintain the integrity of the structure, the sealing gasket 400 is tightly installed at the joint of the support plate 100, effectively sealing the gap, preventing water from seeping into the interior of the foundation pit from the gap between the plates, and playing a key anti-seepage role. The flow guide groove 200 in the flow guide assembly receives water seeping or flowing from the side wall of the foundation pit. After the water is collected in the flow guide groove 200, it is discharged to the outside of the foundation pit along the thickness direction of the support plate 100 through the drainage hole 210 at the bottom end, realizing the function of flow guide and drainage. The support leg 310 of the support assembly is installed on the outer wall of the support plate 100 and penetrates into the soil body, providing support for the support plate 100, resisting the lateral pressure of the soil body of the side wall of the foundation pit, and ensuring the stability of the support structure, preventing the deformation or collapse of the support plate 100.

[0036] Embodiment two: as Figures 3-5 The support plate 100 is rectangular, a first ear hook 110 is welded and connected to one side of the outer wall of the support plate 100, and a plurality of first ear hooks 110 are arranged. A second ear hook 120 is fixedly installed on the outer wall of the side of the support plate 100 away from the first ear hook 110, and a plurality of second ear hooks 120 are arranged. The top end and the bottom end of the second ear hook 120 are respectively provided with a third ear hook 130, and a counterbore 131 is formed in the inner wall of the top second ear hook 120. The first ear hook 110, the second ear hook 120, and the third ear hook 130 are matched and connected, the first ear hook 110, the second ear hook 120, and the third ear hook 130 are matched and connected, and the shaft pin 140 is installed. The top end of the shaft pin 140 is provided with a anti-loosening plate, the anti-loosening plate is matched and connected with the inner wall of the counterbore 131 for positioning, and the top outer wall of the anti-loosening plate is fixedly installed with a pull ring 141.

[0037] The specific use scene of this embodiment is that when installing and splicing the deep foundation pit supporting plate 100, the first ear hook 110 on one side of the supporting plate 100, the second ear hook 120 on the other side, and the third ear hook 130 at the top and bottom of the second ear hook 120 are matched with each other to align the corresponding ear hooks of adjacent supporting plates 100, the shaft pin 140 is inserted into the matching holes of the first ear hook 110, the second ear hook 120 and the third ear hook 130, the anti-falling plate at the top of the shaft pin 140 is clamped and positioned with the counterbore 131 on the inner wall of the top second ear hook 120 to prevent the shaft pin 140 from falling off, thereby realizing stable rotary connection between the supporting plates 100. This connection method not only facilitates the installation and disassembly of the supporting plate 100, but also enables the supporting plate 100 to adapt to the deformation of the foundation pit by rotating and adjusting when subjected to soil pressure, thereby ensuring the overall stability of the supporting structure and providing a stable foundation for the subsequent function components such as anti-seepage and flow guiding.

[0038] Embodiment three: Figure 3 and Figure 4 The flow guiding groove 200 is provided on the inner side wall of the supporting plate 100, and the flow guiding groove 200 is provided with a plurality of grooves. The bottom end of the flow guiding groove 200 converges to the flow discharge hole 210, and the outer wall of the flow discharge hole 210 is fixedly installed with a flow guiding pipe (not shown in the figure).

[0039] The specific use scene of this embodiment is that when water seeps into the side wall of the foundation pit during the construction of the foundation pit, the plurality of flow guiding grooves 200 provided on the inner side wall of the supporting plate 100 will collect water like a “channel”. Due to the design and layout of the flow guiding groove 200, the water flow will converge to the bottom end along the groove body, and finally flow to the flow discharge hole 210. The flow guiding pipe installed on the outer wall of the flow discharge hole 210 guides the water flow collected here to the designated drainage position outside the foundation pit, avoiding the accumulation of water in the foundation pit. Through this organized flow guiding and drainage method, the water level in the foundation pit is effectively reduced, the soaking and pressure of water on the soil of the side wall of the foundation pit are reduced, the safety of the construction of the foundation pit is ensured, and the stability and anti-seepage effect of the supporting structure are prevented from being affected by excessive water.

[0040] Embodiment four: Figure 2 and Figure 3 The outer wall of the sealing gasket 400 is sealingly connected with the connection part of the two adjacent supporting plates 100, and the sealing rubber edges 410 are fixedly installed on the outer walls of the two sides of the sealing gasket 400.

[0041] The insertion grooves 150 are provided on the inner walls of the two sides of the supporting plate 100, and the sealing rubber edges 410 are sealingly and insertingly connected with the insertion grooves 150 at the connection part of the two supporting plates 100.

[0042] The specific use scenario of this embodiment is that when the deep foundation pit support plate 100 is spliced, the sealing gasket 400 is tightly attached to the connection between the adjacent support plates 100, and the sealing rubber edges 410 on both sides are precisely inserted into the insertion slots 150 in the inner walls of the support plates 100. When the support plates 100 are slightly displaced due to soil pressure or external factors, the sealing insertion structure between the sealing rubber edges 410 and the insertion slots 150 can effectively compensate for the gap changes and always maintain good sealing effect. The sealing gasket 400 and the sealing rubber edges 410 work together like a waterproof barrier to prevent water from seeping into the foundation pit from the spliced joints of the support plates 100, ensuring that the inside of the foundation pit is dry, reducing safety hazards such as soil softening and collapse caused by water seepage, and improving the anti-seepage performance and overall safety of the support structure.

[0043] Embodiment five: as Figure 4 and Figure 5 The support assembly includes a first movable block 300 and a second movable block 340, which are welded to the outer wall of the support plate 100. The inner wall of the first movable block 300 is rotatably connected to the support leg 310 through the first insertion rod 320, and the bottom end of the support leg 310 is welded to the support angle 330. The support angle 330 is fixedly connected to the ground outside the deep foundation pit through the foundation bolt 331. The inner wall of the second movable block 340 is rotatably connected to the support rod 350 through the second insertion rod 360, and the end of the support rod 350 is provided with a clamping plate 351. The clamping plate 351 is connected to the support leg 310 through the third insertion rod 370.

[0044] The specific use scenario of this embodiment is that the first movable block 300 and the second movable block 340 of the support assembly are welded to the outer wall of the support plate 100, serving as the connection basis of the support structure. The support leg 310 is rotatably connected to the first movable block 300 through the first insertion rod 320, and can be flexibly adjusted in angle. The bottom end of the support leg 310 is fixedly connected to the ground outside the deep foundation pit through the foundation bolt 331, and the soil lateral pressure on the support plate 100 is transmitted to the foundation, providing basic support for the support plate 100. At the same time, the support rod 350 is rotatably connected to the second movable block 340 through the second insertion rod 360, and the clamping plate 351 at the end of the support rod 350 is connected to the support leg 310 through the third insertion rod 370, forming a triangular support structure. When the support plate 100 is subjected to a large soil pressure, the triangular support structure can further disperse the pressure and enhance the support stability, preventing the support leg 310 or the support plate 100 from deforming or overturning, and ensuring the stability and safety of the deep foundation pit support structure during the entire construction process.

[0045] The utility model discloses a working principle is: the technical personnel in the field uses, and the support plate 100 is spliced through the rotation connection and ear hang, axle pin etc. component, can adapt to the deformation of foundation pit, and also convenient to install dismounting, the sealing washer 400 and the sealing rubber edge 410 fill the interstice between the board, and the water flow seepage path is blocked, and the diversion groove 200 collects the seepage of foundation pit side wall, and is discharged through the outflow hole 210 and the diversion pipe, and the water level of foundation pit is reduced, in the support assembly, and the support leg 310 provides the foundation support to the deep soil body, and forms the triangle stable structure with the support rod 350, and the soil body side pressure is dispersed, and the overall stability is strengthened, and each assembly cooperates with each other, guarantees the foundation pit construction safety, prevents the seepage, collapse and other risks.

[0046] Although the embodiments of the utility model have been shown and described, those skilled in the art can understand that various changes, modifications, replacements and variations can be made to these embodiments without departing from the principles and purposes of the utility model, and the scope of the utility model is defined by the claims and its equivalents.

Claims

1. A deep foundation pit supporting structure with anti-seepage and flow guiding functions, characterized in that, The utility model relates to a supporting plate (100) is provided with a plurality of, adjacent supporting plate (100) between rotary joint, sealing gasket (400) is installed in the joint of two supporting plates (100), and the gap of two supporting plates (100) is sealed, and the utility model relates to a guide assembly, the guide assembly includes guide groove (200), and the bottom end of guide groove (200) is provided with the flow hole (210) that goes out along the thickness direction of supporting plate (100), and the utility model relates to a support assembly, the support assembly includes the supporting leg (310) of installing in the outer wall of supporting plate (100). The supporting plate (100) is arranged as a rectangle, and a first ear hook (110) is welded to one side of the outer wall of the supporting plate (100), the first ear hook (110) is provided with a plurality of second ear hooks (120) are fixedly installed on the outer wall of the side of the supporting plate (100) away from the first ear hook (110). The second ear hook (120) is provided with a plurality of third ear hooks (130) at the top and bottom ends thereof, a counterbore (131) is formed in the inner wall of the top second ear hook (120), and the first ear hook (110), the second ear hook (120) and the third ear hook (130) are connected to each other. The first ear hook (110), the second ear hook (120) and the third ear hook (130) are connected to each other through a shaft pin (140), the top end of the shaft pin (140) is provided with an anti-dropping plate, the anti-dropping plate is connected to the inner wall of the counterbore (131) to be positioned, and a pull ring (141) is fixedly installed on the outer wall of the top of the anti-dropping plate. The guide groove (200) is formed in the inner wall of the supporting plate (100), the guide groove (200) is provided with a plurality of guide pipes, the bottom end of the guide groove (200) is connected to the flow hole (210), and the outer wall of the flow hole (210) is fixedly installed with a guide pipe.

2. The deep foundation pit support structure with anti-seepage and flow guiding functions according to claim 1, characterized in that, The outer wall of the sealing gasket (400) is connected to the joint of the two adjacent supporting plates (100), and the sealing rubber ribs (410) are fixedly installed on the two outer walls of the sealing gasket (400).

3. The deep foundation pit support structure with anti-seepage and flow guiding functions according to claim 2, characterized in that, The inner walls of the two sides of the supporting plate (100) are provided with a plurality of insertion grooves (150), and the sealing rubber ribs (410) are connected to the insertion grooves (150) of the two supporting plates (100) to be sealingly connected.

4. The deep foundation pit support structure with anti-seepage and flow guiding functions according to claim 3, characterized in that, The support assembly includes a first movable block (300) and a second movable block (340), the first movable block (300) and the second movable block (340) are welded to the outer wall of the supporting plate (100), the inner wall of the first movable block (300) is rotatably connected to the supporting leg (310) through a first insertion rod (320), and the bottom end of the supporting leg (310) is welded to the supporting corner (330).

5. The deep foundation pit support structure with anti-seepage and flow guiding functions according to claim 1, characterized in that, ​ 6. The deep foundation pit support structure with anti-seepage and flow guiding functions according to claim 1, characterized in that, ​ 7. The deep foundation pit support structure with anti-seepage and flow guiding functions according to claim 6, characterized in that, ​ 8. The deep foundation pit support structure with anti-seepage and flow guiding functions according to claim 1, characterized in that, ​ 9. The deep foundation pit support structure with anti-seepage and flow guiding functions according to claim 8, characterized in that, The support angle (330) is fixedly connected with the ground outside the deep foundation pit through an anchor bolt (331), the inner wall of the second movable block (340) is rotatably connected with a support rod (350) through a second inserting rod (360), the end of the support rod (350) is provided with a clamping plate (351), the clamping plate (351) is connected with the supporting leg (310) in a clamping and connecting mode, and the connecting position of the clamping plate (351) and the supporting leg (310) is connected in a plug-in connecting mode through a third inserting rod (370).