Combined assembly type temporary supporting structure
Through the design of a combined prefabricated structure, the use of bolted connections and reinforced ring connection plates has solved the problem of large volume and inconvenient installation of the existing support structure, stable support of the inner wall of the pile hole is achieved, soil collapse is prevented, and suitable for engineering construction.
Patent Information
- Application Number
- CN202422643184.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-31
- Publication Date
- 2025-08-22
- Estimated Expiration
- 2034-10-31
AI Technical Summary
The existing support structure is large in size and inconvenient to install, making it difficult to effectively support the soil in the inner wall of the artificial hole pile hole, resulting in soil landslide.
A combined assembled structure is adopted, including the first mounting plate, the second mounting plate, the third mounting plate, the reinforcement ring and the reinforcement ring connecting plate. A single-layer support structure is formed by bolt connection, and stacked into multiple layers in the height direction. The reinforcement ring connecting plate is used to enhance the connection firmness.
It achieves convenient transportation and splicing, can firmly support the soil in the inner wall of the pile hole, prevent soil landslides, and is suitable for engineering construction.
Smart Images

Figure CN223256025U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of assembled temporary supporting structures, in particular to a combined assembled temporary supporting structure. Background Art
[0002] Manually excavated bored piles are generally thicker in diameter and can support structures with fewer floors and greater pressure, making them more commonly used. A cap is set on top of the pile, and then tied and connected with a cap beam to evenly distribute the force on each pile to support the entire building. Manually excavated bored piles are piles made by manually excavating the hole, then placing a steel cage and pouring concrete. After the manual excavation is completed, the soil on the inner wall of the pile hole easily falls off, and a support structure is needed to fit the inner wall of the pile hole to fix the soil on the inner wall. Some existing support and protection structures are large in size and inconvenient to install.
[0003] In view of the above problems, the present utility model is proposed. Utility Model Content
[0004] In view of the shortcomings of the existing technology, the purpose of the present invention is to provide a combined assembled temporary support structure to solve the problems mentioned in the background technology.
[0005] In order to solve the above technical problems, the present utility model provides the following technical solutions.
[0006] The utility model provides a combined assembled temporary support structure, comprising a first mounting plate, a second mounting plate, a third mounting plate, a reinforcement ring and a reinforcement ring connecting plate, wherein the left and right sides of the first mounting plate are provided with a plurality of first through holes, and the upper and lower surfaces of the second mounting plate are provided with a plurality of second through holes;
[0007] The left and right surfaces of the second mounting plate are provided with a plurality of third through holes, the upper and lower surfaces of the second mounting plate are provided with a plurality of fourth through holes, the left and right side surfaces of the third mounting plate are provided with a plurality of fifth through holes, and the upper and lower surfaces of the third mounting plate are provided with a plurality of sixth through holes;
[0008] The reinforcement ring is in the shape of an elongated circle, and the cross section of the reinforcement ring is in the shape of an "I" character. The inner bottom surface of the reinforcement ring is provided with a plurality of seventh through holes penetrating the reinforcement ring, the inner side surface of the reinforcement ring is provided with a plurality of eighth through holes penetrating the reinforcement ring, and the surface of the reinforcement ring connecting plate is provided with a plurality of ninth through holes penetrating the reinforcement ring connecting plate. The reinforcement connecting plate is mounted on the inner side surface of the reinforcement ring by bolts.
[0009] Two first mounting plates, four second mounting plates and two third mounting plates are arranged at intervals and connected end to end by bolts to form a single-layer support structure. Multiple single-layer support structures are stacked along the height direction to form a multi-layer support structure. The reinforcement ring is located between the upper and lower adjacent single-layer support structures and is connected to the upper and lower adjacent single-layer support structures by bolts.
[0010] Preferably, the single-layer supporting structure is in the shape of an elongated circle, and the reinforcing ring connecting plate is located at the intersection of the first mounting plate, the second mounting plate and the third mounting plate.
[0011] Preferably, the first through holes are evenly distributed along the height direction of the first mounting plate, and the second through holes are evenly distributed along the length direction of the upper and lower surfaces of the first mounting plate.
[0012] Preferably, the third through holes are evenly distributed at equal intervals along the height direction of the second mounting plate, and the fourth through holes are evenly distributed at equal intervals along the length direction of the upper and lower surfaces of the second mounting plate.
[0013] Preferably, the fifth through holes are evenly distributed at equal intervals along the height direction of the third mounting plate, and the sixth through holes are evenly distributed at equal intervals along the length direction of the upper and lower surfaces of the third mounting plate.
[0014] Preferably, the ninth through hole has two layers, an upper layer and an lower layer.
[0015] Preferably, the seventh through hole is aligned vertically with the second through hole, the fourth through hole, and the sixth through hole.
[0016] Compared with the prior art, the present invention has the following beneficial effects:
[0017] Two first mounting plates, four second mounting plates, and two third mounting plates are arranged at intervals and connected end to end by bolts to form a single-layer support structure. The single-layer support structure is in the shape of an elongated circle. The first through hole and the third through hole are aligned, and the third through hole and the fifth through hole are aligned. Bolts are then passed through the first through hole and the third through hole, and bolts are passed through the third through hole and the fifth through hole. In this way, the two first mounting plates, the four second mounting plates, and the two third mounting plates can be spliced into a single-layer support structure.
[0018] The single-layer support structures are stacked upward, with the reinforcement ring located between the upper and lower single-layer support structures. The second through hole and the seventh through hole of the upper layer are aligned with the second through hole of the lower layer. The fourth through hole and the seventh through hole of the upper layer are aligned with the fourth through hole of the lower layer. The sixth through hole and the seventh through hole of the upper layer are aligned with the sixth through hole of the lower layer. Bolts are then used to connect the single-layer support structures. In this way, each layer of the single-layer support structures is vertically stacked and assembled.
[0019] The ninth through hole faces the eighth through hole, and the reinforcement ring connecting plate can be installed on the inner side of the reinforcement ring. The reinforcement ring connecting plate is just located at the intersection of the first mounting plate, the second mounting plate and the third mounting plate, which can make the connection between the first mounting plate, the second mounting plate, the third mounting plate and the reinforcement ring more secure.
[0020] The assembled multi-layer support structure fits perfectly with the inner wall of the excavated pile hole, supporting the soil on the inner wall of the pile hole so that the soil on the inner wall of the pile hole will not collapse. The entire device is easy to transport and assemble, and provides a relatively firm support for the soil on the inner wall of the pile hole, and can be promoted for use in engineering construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0021] Figure 1 This is a three-dimensional diagram of the first mounting plate of the utility model;
[0022] Figure 2 This is a three-dimensional diagram of the second mounting plate of the present invention;
[0023] Figure 3 This is a three-dimensional diagram of the third mounting plate of the present utility model;
[0024] Figure 4 This is a three-dimensional diagram of the reinforcing ring of the utility model;
[0025] Figure 5 This is a three-dimensional diagram of the reinforcing ring connecting plate of the utility model;
[0026] Figure 6 This is a three-dimensional diagram of the first mounting plate, the second mounting plate, and the third mounting plate of the utility model;
[0027] Figure 7 This is a three-dimensional diagram of the overall splicing of the utility model.
[0028] In the figure: 1. First mounting plate; 11. First through hole; 12. Second through hole; 2. Second mounting plate; 21. Third through hole; 22. Fourth through hole; 3. Third mounting plate; 31. Fifth through hole; 32. Sixth through hole; 4. Reinforcement ring; 41. Seventh through hole; 42. Eighth through hole; 5. Reinforcement ring connecting plate; 51. Ninth through hole. DETAILED DESCRIPTION
[0029] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.
[0030] In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside", "outside", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction. Therefore, they cannot be understood as limitations on the present invention.
[0031] like Figure 1-7 As shown, a combined assembled temporary support structure includes a first mounting plate 1, a second mounting plate 2, a third mounting plate 3, a reinforcement ring 4, and a reinforcement ring connecting plate 5. The left and right side surfaces of the first mounting plate 1 are provided with a plurality of first through holes 11, and the upper and lower surfaces of the second mounting plate 1 are provided with a plurality of second through holes 12. The first through holes 11 at the left and right positions are aligned, and the second through holes 12 at the upper and lower positions are aligned.
[0032] A plurality of third through holes 21 are provided on the left and right surfaces of the second mounting plate 2, and the third through holes 21 at the left and right positions are aligned. A plurality of fourth through holes 22 are provided on the upper and lower surfaces of the second mounting plate 2, and the fourth through holes 22 at the upper and lower positions are aligned. A plurality of fifth through holes 31 are provided on the left and right side surfaces of the third mounting plate 3, and the fifth through holes 31 at the left and right positions are aligned. A plurality of sixth through holes 32 are provided on the upper and lower surfaces of the third mounting plate 3, and the sixth through holes 32 at the upper and lower positions are aligned.
[0033] The reinforcement ring 4 is in the shape of an elongated circle, and the cross section of the reinforcement ring 4 is in the shape of an "I". The inner bottom surface of the reinforcement ring 4 is provided with a plurality of seventh through holes 41 penetrating the reinforcement ring 4, the inner side surface of the reinforcement ring 4 is provided with a plurality of eighth through holes 42 penetrating the reinforcement ring 4, and the surface of the reinforcement ring connecting plate 5 is provided with a plurality of ninth through holes 51 penetrating the reinforcement ring connecting plate 5. The reinforcement connecting plate 5 is mounted on the inner side surface of the reinforcement ring 4 by bolts, and the ninth through holes 51 are aligned with the eighth through holes 42;
[0034] Two first mounting plates 1, four second mounting plates 2 and two third mounting plates 3 are arranged at intervals and connected end to end by bolts to form a single-layer support structure. Multiple single-layer support structures are stacked along the height direction to form a multi-layer support structure. The reinforcement ring 4 is located between the upper and lower adjacent single-layer support structures and is connected to the upper and lower adjacent single-layer support structures by bolts.
[0035] The single-layer support structure is in the shape of an elongated circle, and the reinforcing ring connecting plate 5 is located at the junction of the first mounting plate 1, the second mounting plate 2 and the third mounting plate 3, so that the whole structure is more solid.
[0036] The first through holes 11 are evenly distributed along the height direction of the first mounting plate 1 , and the second through holes 12 are evenly distributed along the length direction of the upper and lower surfaces of the first mounting plate 1 .
[0037] The third through holes 21 are evenly distributed along the height direction of the second mounting plate 2 , and the fourth through holes 22 are evenly distributed along the length direction of the upper and lower surfaces of the second mounting plate 2 .
[0038] The fifth through holes 31 are evenly distributed along the height direction of the third mounting plate 3 at equal intervals, and the sixth through holes 32 are evenly distributed along the length direction of the upper and lower surfaces of the third mounting plate at equal intervals.
[0039] The ninth through hole 51 has two layers, one above the other; the seventh through hole 41 is aligned with the second through hole 12, the fourth through hole 22, and the sixth through hole 32, so that the reinforcement ring 4 can be located between the upper and lower adjacent single-layer support structures.
[0040] To sum up: two first mounting plates 1, four second mounting plates 2, and two third mounting plates 3 are arranged at intervals and connected end to end by bolts to form a single-layer support structure. The single-layer support structure is in the shape of an elongated circle. The first through hole 11 and the third through hole 21 are aligned, and the third through hole 21 and the fifth through hole 31 are aligned. Bolts are then passed through the first through hole 11 and the third through hole 21, and the bolts are passed through the third through hole 21 and the fifth through hole 31. In this way, the two first mounting plates 1, the four second mounting plates 2, and the two third mounting plates 3 can be spliced into a single-layer support structure.
[0041] The single-layer support structures are stacked upward, with the reinforcement ring 4 located between the upper and lower single-layer support structures. The second through hole 12 and the seventh through hole 41 of the upper layer are aligned with the second through hole 12 of the lower layer. The fourth through hole 22 and the seventh through hole 41 of the upper layer are aligned with the fourth through hole 22 of the lower layer. The sixth through hole 32 and the seventh through hole 41 of the upper layer are aligned with the sixth through hole 32 of the lower layer. Bolts are then used to connect the single-layer support structures. In this way, the single-layer support structures of each layer are vertically stacked and assembled.
[0042] The ninth through hole 51 faces the eighth through hole 42, and the reinforcement ring connecting plate 5 can be installed on the inner side of the reinforcement ring 4. The reinforcement ring connecting plate 5 is just located at the intersection of the first mounting plate 1, the second mounting plate 2 and the third mounting plate 3, which can make the connection between the first mounting plate 1, the second mounting plate, the third mounting plate 3 and the reinforcement ring 4 more secure.
[0043] The assembled multi-layer support structure fits perfectly with the inner wall of the excavated pile hole, supporting the soil on the inner wall of the pile hole so that the soil on the inner wall of the pile hole will not collapse. The entire device is easy to transport and assemble, and provides a relatively firm support for the soil on the inner wall of the pile hole, and can be promoted for use in engineering construction.
[0044] The above is only a preferred specific implementation method of the present invention, but the protection scope of the present invention is not limited to this. Any technician familiar with the technical field within the technical scope disclosed by the present invention can make equivalent replacements or changes based on the technical solution and utility model concept of the present invention, which should be covered by the protection scope of the present invention.
Claims
1. A combined assembled temporary support structure, characterized by: The invention comprises a first mounting plate (1), a second mounting plate (2), a third mounting plate (3), a reinforcement ring (4) and a reinforcement ring connecting plate (5); the left and right side surfaces of the first mounting plate (1) are provided with a plurality of first through holes (11); the upper and lower surfaces of the second mounting plate (2) are provided with a plurality of second through holes (12); The left and right surfaces of the second mounting plate (2) are provided with a plurality of third through holes (21), the upper and lower surfaces of the second mounting plate (2) are provided with a plurality of fourth through holes (22), the left and right side surfaces of the third mounting plate (3) are provided with a plurality of fifth through holes (31), and the upper and lower surfaces of the third mounting plate (3) are provided with a plurality of sixth through holes (32); The reinforcing ring (4) is in the shape of an elongated circle, and the cross section of the reinforcing ring (4) is in the shape of an "I" character. The inner bottom surface of the reinforcing ring (4) is provided with a plurality of seventh through holes (41) penetrating the reinforcing ring (4), the inner side surface of the reinforcing ring (4) is provided with a plurality of eighth through holes (42) penetrating the reinforcing ring (4), and the surface of the reinforcing ring connecting plate (5) is provided with a plurality of ninth through holes (51) penetrating the reinforcing ring connecting plate (5). The reinforcing ring connecting plate (5) is mounted on the inner side surface of the reinforcing ring (4) by means of bolts. Two first mounting plates (1), four second mounting plates (2) and two third mounting plates (3) are arranged at intervals and connected end to end by bolts to form a single-layer support structure. Multiple single-layer support structures are stacked in a height direction to form a multi-layer support structure. The reinforcement ring (4) is located between upper and lower adjacent single-layer support structures and is connected to the upper and lower adjacent single-layer support structures by bolts.
2. A combined assembled temporary support structure according to claim 1, characterized in that: The single-layer support structure is in the shape of an elongated circle, and the reinforcing ring connecting plate (5) is located at the intersection of the first mounting plate (1), the second mounting plate (2) and the third mounting plate (3).
3. The combined assembled temporary support structure according to claim 1, characterized in that: The first through holes (11) are evenly distributed along the height direction of the first mounting plate (1), and the second through holes (12) are evenly distributed along the length direction of the upper and lower surfaces of the first mounting plate (1).
4. The combined assembled temporary support structure according to claim 1, characterized in that: The third through holes (21) are evenly distributed at equal intervals along the height direction of the second mounting plate (2), and the fourth through holes (22) are evenly distributed at equal intervals along the length direction of the upper and lower surfaces of the second mounting plate (2).
5. The combined assembled temporary support structure according to claim 1, characterized in that: The fifth through holes (31) are evenly distributed at equal intervals along the height direction of the third mounting plate (3), and the sixth through holes (32) are evenly distributed at equal intervals along the length direction of the upper and lower surfaces of the third mounting plate.
6. The combined assembled temporary support structure according to claim 1, characterized in that: The ninth through hole (51) has two layers, upper and lower.
7. The combined assembled temporary support structure according to claim 1, characterized in that: The seventh through hole (41) is aligned vertically with the second through hole (12), the fourth through hole (22), and the sixth through hole (32).