Reinforcing structure for microporous cast-in-place pile of photovoltaic support
By designing a reinforced structure containing support blocks and reinforcement rings, the problems of the existing reinforced structure being difficult to disassemble and have low applicability are solved, and efficient reinforcement of microporous cast-injected piles of different sizes is achieved, and construction efficiency and quality are improved.
Patent Information
- Application Number
- CN202421650826.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-12
- Publication Date
- 2025-04-25
- Estimated Expiration
- 2034-07-12
AI Technical Summary
The existing reinforcement structures used for photovoltaic support microporous cast piles are not easy to disassemble and assemble, have low applicability, and it is difficult to effectively reinforce cast piles of different sizes.
A reinforcement structure including a support block and a reinforcement ring is designed. The support block is equipped with an adjustment chamber, a pull rod, a give way slot, a pull block, a slot, a push block and a spring. Through the combination of these components, the reinforcement ring is easily disassembled and assembled and adapted to the cast-in piles of different sizes.
It realizes the ease of disassembly and assembly of the reinforced structure and high applicability, and can effectively reinforce microporous cast-injected piles of different sizes, improving construction efficiency and quality.
Smart Images
Figure CN222796404U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction reinforcement, in particular to a reinforcement structure for microporous cast-in-place piles of photovoltaic brackets. Background Art
[0002] In recent years, with the continuous rise of large-scale ground photovoltaic power stations, microporous cast-in-place piles have been widely used due to their simple operation, convenient raw material procurement, good adaptability to terrain conditions, and high bearing capacity. According to the climate conditions of different regions and the requirements of photovoltaic loads, the diameter of microporous cast-in-place piles is usually between 200 and 300 mm. Due to factors such as the construction level and tight construction period in the photovoltaic industry, the quality of microporous cast-in-place piles usually cannot fully meet the design requirements. Under the action of horizontal forces such as wind loads, microporous cast-in-place piles have insufficient bearing capacity, cracks, and broken piles. Therefore, the reinforcement structure of microporous cast-in-place piles used for photovoltaic brackets plays an important role.
[0003] Conventional microporous cast-in-place pile reinforcement structures for photovoltaic brackets have some disadvantages. First, they are not easy to disassemble and assemble, which is labor-intensive. Second, they are not convenient for reinforcing cast-in-place piles of different sizes, and their applicability is not high. Therefore, a reinforcement method for microporous cast-in-place piles is needed to compensate for the weakening of the bearing capacity of cast-in-place piles caused by insufficient construction quality in the early stage. Utility Model Content
[0004] The purpose of the utility model is to provide a reinforcement structure for microporous cast-in-place piles of photovoltaic brackets to solve the problems raised in the above-mentioned background technology.
[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a reinforcement structure for microporous cast-in-place piles of photovoltaic brackets, comprising a support block and a reinforcement ring, the support blocks are respectively arranged on both sides of the reinforcement ring, an adjustment bin is arranged inside the support block, and a pull rod is arranged inside the adjustment bin, a clearance groove is arranged at one end of the adjustment bin, and a pull block is arranged inside the clearance groove, and the pull block is fixedly connected to one end of the pull rod, a slot is arranged at the other end of the adjustment bin, and a push block is arranged inside the slot, and the push block is fixedly connected to the other end of the pull rod, and a spring is connected between the side of the push block and one end of the inner wall of the adjustment bin.
[0006] Preferably, an insertion rod is slidably connected in the slot, and the insertion rod is engaged with the push block, and a pressing block is fixed to the upper end of the side of the insertion rod.
[0007] Preferably, positioning rods are fixed at both ends of the bottom of the reinforcement ring, bored piles are arranged inside the reinforcement ring, and a soil layer is arranged outside the lower ends of the positioning rods, bored piles and inserted rods.
[0008] Preferably, a vertical plate is provided at the upper end of the support block, and a screw rod is provided in the vertical plate.
[0009] Preferably, one end of the screw rod is connected to a fitting plate, and the screw rod is threadedly matched with a locking nut.
[0010] Preferably, the other end of the screw rod is connected to a connecting block, and a sliding block is provided at the lower end of the connecting block.
[0011] Preferably, a slide rail is provided at the upper end of the support block, and the slide rail is slidably connected to the slider.
[0012] Compared with the prior art, the utility model has the following beneficial effects: easy disassembly and assembly, high applicability;
[0013] (1) The reinforcement ring can be put on the outside of the bored pile, and then the positioning rod can be inserted into the soil layer to position the reinforcement ring. Subsequently, the pull block can be pulled to the outside of both sides to drive the pull rod to move and the spring to compress, thereby driving the push block to move to make way for the insertion rod. The insertion rod can be inserted into the soil layer along the slot through the pressure block until the pressure block fits the upper end of the support block. Then the pull block is released. Under the push of the spring, the push block is driven to reset through the pull rod, so that the push block is inserted into the insertion rod. In this way, the position of the insertion rod is fixed, which is easy to disassemble and assemble.
[0014] (2) The locking nut can be screwed to drive the bonding plate to move through the screw rod, so that the bonding plate fits the side of the bored pile. A number of convex blocks are evenly distributed on the surface of the bored pile, which can increase the friction between the bonding plate and the bored pile, and is conducive to reinforcing the bored piles of different widths. In addition, the support block limits the slider through the slide rail, which is conducive to the stable movement of the screw rod and has high applicability. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a schematic diagram of the main cross-sectional structure of the utility model;
[0016] Figure 2 This is a schematic diagram of the main structure of the utility model;
[0017] Figure 3 For the utility model Figure 1 The enlarged structural diagram at A in the middle;
[0018] Figure 4 It is a schematic diagram of the top view structure of the reinforcement ring and the support block of the utility model;
[0019] In the figure: 1. cast-in-place pile; 2. bonding plate; 3. vertical plate; 4. locking nut; 5. screw; 6. connecting block; 7. plug rod; 8. pressure block; 9. slider; 10. slide rail; 11. support block; 12. soil layer; 13. pull block; 14. clearance groove; 15. positioning rod; 16. reinforcement ring; 17. pull rod; 18. spring; 19. push block; 20. slot; 21. adjustment bin. DETAILED DESCRIPTION
[0020] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0021] See also Figure 1-4 , the utility model provides an embodiment: a reinforcement structure for microporous cast-in-place piles of photovoltaic brackets, including a support block 11 and a reinforcement ring 16, the support blocks 11 are respectively arranged on both sides of the reinforcement ring 16, an adjusting chamber 21 is arranged inside the support block 11, and a pull rod 17 is arranged inside the adjusting chamber 21, a clearance groove 14 is arranged at one end of the adjusting chamber 21, and a pull block 13 is arranged inside the clearance groove 14, and the pull block 13 is fixedly connected to one end of the pull rod 17, a slot 20 is arranged at the other end of the adjusting chamber 21, and a push block 19 is arranged inside the slot 20, and the push block 19 is fixedly connected to the other end of the pull rod 17, a spring 18 is connected between the side of the push block 19 and one end of the inner wall of the adjusting chamber 21, a plug rod 7 is slidably connected in the slot 20, and the plug rod 7 is clamped with the push block 19, and a pressure block 8 is fixed to the upper end of the side of the plug rod 7;
[0022] When in use, the pull block 13 can be pulled outward on both sides respectively, driving the pull rod 17 to move and the spring 18 to compress, thereby driving the push block 19 to move to make way for the insertion rod 7. The insertion rod 7 can be inserted into the soil layer 12 along the slot 20 through the pressing block 8 until the pressing block 8 fits the upper end of the support block 11, and then the pull block 13 is released. Under the push of the spring 18, the push block 19 is driven to reset through the pull rod 17, so that the push block 19 is inserted into the insertion rod 7, thereby fixing the position of the insertion rod 7;
[0023] Positioning rods 15 are fixed at both ends of the bottom of the reinforcement ring 16, a cast-in-place pile 1 is arranged inside the reinforcement ring 16, and a soil layer 12 is arranged outside the lower ends of the positioning rods 15, the cast-in-place pile 1 and the insertion rod 7;
[0024] When in use, the reinforcement ring 16 can be sleeved on the outside of the cast-in-place pile 1, and then the positioning rod 15 is inserted into the soil layer 12 to position the reinforcement ring 16;
[0025] The upper end of the support block 11 is provided with a vertical plate 3, and a screw rod 5 is provided in the vertical plate 3. One end of the screw rod 5 is connected to the bonding plate 2, and a locking nut 4 is threadedly matched on the screw rod 5.
[0026] When in use, the locking nut 4 can be screwed to drive the bonding plate 2 to move through the screw rod 5, so that the bonding plate 2 fits the side of the bored pile 1. There are several convex blocks evenly distributed on the surface of the bored pile 1, which can increase the friction between the bonding plate 2 and the bored pile 1, which is conducive to reinforcing the bored piles 1 of different widths.
[0027] The other end of the screw rod 5 is connected to a connecting block 6, and a slider 9 is provided at the lower end of the connecting block 6. A slide rail 10 is provided at the upper end of the supporting block 11, and the slide rail 10 is slidably connected to the slider 9.
[0028] When in use, the support block 11 limits the slider 9 through the slide rail 10, which is conducive to the stable movement of the screw rod 5;
[0029] When the embodiment of the present application is in use: first, the reinforcement ring 16 can be sleeved on the outside of the cast-in-place pile 1, and then the positioning rod 15 can be inserted into the soil layer 12 to position the reinforcement ring 16. Subsequently, the pull block 13 can be pulled to the outside of both sides respectively, driving the pull rod 17 to move and the spring 18 to compress, thereby driving the push block 19 to move to make way for the insertion rod 7. The insertion rod 7 can be inserted into the soil layer 12 along the slot 20 through the pressure block 8 until the pressure block 8 fits the upper end of the support block 11, and then the pull block 13 is released. Under the push of the spring 18, the pull rod 17 drives the push block 19 to move. The push block 19 is reset so that the push block 19 is inserted into the insertion rod 7, thereby fixing the position of the insertion rod 7. After that, the locking nut 4 can be screwed to drive the bonding plate 2 to move through the screw rod 5, so that the bonding plate 2 fits the side of the bored pile 1. There are several protrusions evenly distributed on the surface of the bored pile 1, which can increase the friction between the bonding plate 2 and the bored pile 1, which is beneficial to reinforce the bored piles 1 of different widths. In addition, the support block 11 limits the slider 9 through the slide rail 10, which is beneficial to the stable movement of the screw rod 5. In summary, the structure is easy to disassemble and assemble and has high applicability.
Claims
1. A reinforcement structure for microporous cast-in-place piles of photovoltaic brackets, characterized in that: The invention comprises a support block (11) and a reinforcement ring (16), wherein the support blocks (11) are respectively arranged on both sides of the reinforcement ring (16), an adjusting chamber (21) is arranged inside the support block (11), and a pull rod (17) is arranged inside the adjusting chamber (21), one end of the adjusting chamber (21) is arranged with a clearance groove (14), and a pull block (13) is arranged inside the clearance groove (14), and the pull block (13) is fixedly connected to one end of the pull rod (17), the other end of the adjusting chamber (21) is arranged with a slot (20), and a push block (19) is arranged inside the slot (20), and the push block (19) is fixedly connected to the other end of the pull rod (17), and a spring (18) is connected between the side of the push block (19) and one end of the inner wall of the adjusting chamber (21).
2. A reinforcement structure for microporous cast-in-place piles for photovoltaic support according to claim 1, characterized in that: An insertion rod (7) is slidably connected in the slot (20), and the insertion rod (7) is clamped with a push block (19), and a pressing block (8) is fixed to the upper end of the side of the insertion rod (7).
3. A reinforcement structure for microporous cast-in-place piles for photovoltaic support according to claim 1, characterized in that: Positioning rods (15) are fixed at both ends of the bottom of the reinforcement ring (16), a cast-in-place pile (1) is arranged inside the reinforcement ring (16), and a soil layer (12) is arranged outside the lower ends of the positioning rods (15), the cast-in-place pile (1) and the insertion rod (7).
4. A reinforcement structure for microporous cast-in-place piles for photovoltaic support according to claim 1, characterized in that: A vertical plate (3) is arranged at the upper end of the support block (11), and a screw rod (5) is arranged in the vertical plate (3).
5. A reinforcement structure for microporous cast-in-place piles for photovoltaic support according to claim 4, characterized in that: One end of the screw rod (5) is connected to a bonding plate (2), and a locking nut (4) is threadedly matched on the screw rod (5).
6. A reinforcement structure for microporous cast-in-place piles for photovoltaic support according to claim 5, characterized in that: The other end of the screw rod (5) is connected to a connecting block (6), and a sliding block (9) is provided at the lower end of the connecting block (6).
7. A reinforcement structure for microporous cast-in-place piles for photovoltaic support according to claim 4, characterized in that: A slide rail (10) is provided at the upper end of the support block (11), and the slide rail (10) is slidably connected to the slider (9).