Modularized rapid assembly type bridge foundation structure

Through the modular and fast assembly bridge infrastructure, the combined support of base, piers and support components is used to solve the problem of slow bridge construction progress in the existing technology, and the rapid assembly of bridge foundations and the overall construction speed are improved.

CN223163755UActive Publication Date: 2025-07-29ZHEJIANG COMM CONSTR GRP CO LTD
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Patent Information

Application Number
CN202422464509.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-12
Publication Date
2025-07-29
Estimated Expiration
2034-10-12

AI Technical Summary

Technical Problem

In the construction of existing bridge foundations, the cast-in-place method affects the overall construction progress of the bridge, and a modular and rapid assembly structure is urgently needed to improve construction efficiency.

Method used

The modular and fast-assembled bridge infrastructure is adopted, including base, piers and support components. The rapid assembly of base, piers and pier caps is achieved through the combined support of connecting columns and piers.

Benefits of technology

The rapid assembly of bridge foundations has been achieved, the construction progress has been improved, and the overall construction speed of the bridge has been improved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a modularized rapid assembly type bridge foundation structure, and relates to the technical field of bridge foundations. Comprising a connecting column, one end of the connecting column extends into the top face of the pier, and the end, extending out of the pier, of the connecting column is fixedly connected with a pier cap. The bridge pier is installed in the base, the connecting column is installed in the bridge pier, the pier cap is effectively supported through the connecting column and the bridge pier, the bridge pier is effectively supported through the base, rapid assembly among the base, the bridge pier and the pier cap is achieved, the construction progress of a bridge foundation is effectively accelerated, and the construction efficiency is improved. And the overall construction progress of the bridge is effectively improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of bridge foundations, in particular to a modular and quickly assembled bridge foundation structure. Background Technique

[0002] The bridge foundation is the lowest part where the bridge structure directly contacts the foundation and is an important part of the lower structure of the bridge. At present, in order to improve the construction progress of the bridge, in-situ casting of the bridge foundation is usually adopted. After the bridge foundation reaches the design strength requirements, the installation of precast beam slabs is carried out. The construction progress of the bridge has been effectively improved by adopting precast beam slabs. However, since the current bridge foundation part still adopts in-situ casting, the overall construction progress of the bridge is affected. Therefore, there is an urgent need for a modular and quickly assembled bridge foundation structure. By prefabricating the bridge foundation in the factory and then assembling it at the construction site, the curing time after in-situ casting of the bridge foundation is effectively saved, and the overall construction progress of the bridge can be effectively improved. Content of the Utility Model

[0003] The purpose of the utility model is to provide a modular and quickly assembled bridge foundation structure to solve the problems existing in the above-mentioned prior art.

[0004] To achieve the above purpose, the utility model provides the following scheme: The utility model provides a modular and quickly assembled bridge foundation structure, including a base fixedly connected to the top surface of the foundation. One end of the base away from the foundation is provided with a bridge pier, and one end of the bridge pier away from the base is provided with a support assembly. The support assembly includes a connecting column. One end of the connecting column extends into the top surface of the bridge pier, and the end of the connecting column extending out of the bridge pier is fixedly connected with a pier cap.

[0005] Preferably, a first groove is formed on the top surface of the base, and a plurality of first limiting holes are formed on the outer wall of the base. The first limiting holes are communicated with the first groove, and the first limiting holes are detachably connected with first limiting columns.

[0006] Preferably, a plurality of second limiting holes are formed on the outer wall of one end of the bridge pier extending into the first groove. The second limiting holes are correspondingly formed with the first limiting holes one by one, and the second limiting holes are detachably connected with the first limiting columns.

[0007] Preferably, a plurality of positioning holes are formed on one end of the bridge pier extending into the first groove. The positioning holes are detachably connected with positioning columns, and the positioning columns are fixedly connected with the bottom surface in the first groove.

[0008] Preferably, a second groove is formed on the top surface of the pier, and a plurality of third limiting holes are formed on the outer wall of the pier. The third limiting holes communicate with the second groove, and a second limiting column is detachably connected to the third limiting hole.

[0009] Preferably, a plurality of fourth limiting holes are formed on the outer wall of one end of the connecting column extending into the second groove. The third limiting holes and the fourth limiting holes are arranged in one-to-one correspondence, and the fourth limiting hole is detachably connected to the second limiting column.

[0010] Preferably, a plurality of threaded tension rods are fixedly connected to the top surface of the pier. The threaded tension rods are arranged around the second groove. One end of the threaded tension rod away from the pier is fixedly connected with a bolt. The threaded tension rod is detachably connected to a fifth limiting hole formed on the pier cap.

[0011] Preferably, a limiting ring is fixedly connected to the upper part in the fifth limiting hole. One end of the bolt passing through the limiting ring is threadedly connected with a nut, and the nut is arranged above the limiting ring.

[0012] The present utility model discloses the following technical effects:

[0013] By installing the pier in the base and the connecting column in the pier, the pier cap is effectively supported by the connecting column and the pier, and the pier is effectively supported by the base, realizing the rapid assembly among the base, the pier and the pier cap, effectively improving the construction progress of the bridge foundation, and effectively improving the overall construction progress of the bridge. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model or the prior art, the following will briefly introduce the drawings required to be used in the embodiments. Obviously, the following described drawings are only some embodiments of the present utility model. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.

[0015] Figure 1 is a schematic diagram of the overall structure of the present utility model;

[0016] Figure 2 is a schematic diagram of the base structure of the present utility model;

[0017] Figure 3 is a schematic cross-sectional view of the base of the present utility model;

[0018] Figure 4 is a schematic diagram of the pier structure of the present utility model;

[0019] Figure 5Schematic diagram of the elevation structure of the pier of the present utility model;

[0020] Figure 6 Schematic diagram of the structure of the support component of the present utility model;

[0021] Figure 7 Schematic diagram of the sectional structure of the pier cap of the present utility model;

[0022] Wherein, 1, base; 2, pier; 3, pier cap; 11, first groove; 12, first limiting hole; 13, first limiting column; 14, positioning column; 21, second groove; 22, second limiting hole; 23, third limiting hole; 24, threaded tension rod; 25, positioning hole; 26, second limiting column; 27, bolt; 31, connecting column; 32, fourth limiting hole; 33, fifth limiting hole; 34, limiting ring. Detailed implementation manners

[0023] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0024] To make the above objects, features, and advantages of the present utility model more obvious and understandable, the present utility model will be further described in detail below with reference to the accompanying drawings and specific implementation manners.

[0025] Refer to Figures 1-7 , the present utility model discloses a modular quick-assembly bridge foundation structure, including a base 1 fixedly connected to the top surface of the foundation. One end of the base 1 away from the foundation is provided with a pier 2, and one end of the pier 2 away from the base 1 is provided with a support component. The support component includes a connecting column 31. One end of the connecting column 31 extends into the top surface of the pier 2, and one end of the connecting column 31 extending out of the pier 2 is fixedly connected with a pier cap 3.

[0026] In the present utility model, by installing the pier 2 in the base 1 and the connecting column 31 in the pier 2, the pier cap 3 is effectively supported by the connecting column 31 and the pier 2, and the pier 2 is effectively supported by the base 1, realizing the quick assembly between the base 1, the pier 2, and the pier cap 3, effectively improving the construction progress of the bridge foundation, and effectively improving the overall construction progress of the bridge.

[0027] As a further optimized solution, a first groove 11 is opened on the top surface of the base 1, and a plurality of first limiting holes 12 are opened on the outer wall of the base 1. The first limiting holes 12 are communicated with the first groove 11, and the first limiting holes 12 are detachably connected with first limiting columns 13.

[0028] For a further optimized solution, a plurality of second limiting holes 22 are formed in the outer wall of one end of the bridge pier 2 extending into the first groove 11. The second limiting holes 22 are formed in one-to-one correspondence with the first limiting holes 12, and the second limiting holes 22 are detachably connected to the first limiting posts 13.

[0029] By inserting the first limiting posts 13 into the first limiting holes 12 and the second limiting holes 22, the bridge pier 2 can be stably located in the first groove 11.

[0030] For a further optimized solution, a plurality of positioning holes 25 are formed in one end of the bridge pier 2 extending into the first groove 11. The positioning holes 25 are detachably connected with positioning posts 14, and the positioning posts 14 are fixedly connected to the bottom surface in the first groove 11. The positioning holes 25 are arranged in one-to-one correspondence with the positioning posts 14.

[0031] In order to make the central axis of the bridge pier 2 and the central axis of the base 1 on the same central axis, after the bridge pier 2 extends into the base 1, the positioning posts 14 are inserted into the positioning holes 25, so that the central axis of the bridge pier 2 and the central axis of the base 1 are on the same central axis.

[0032] For a further optimized solution, a second groove 21 is formed on the top surface of the bridge pier 2, and a plurality of third limiting holes 23 are formed in the outer wall of the bridge pier 2. The third limiting holes 23 communicate with the second groove 21, and the third limiting holes 23 are detachably connected with second limiting posts 26.

[0033] For a further optimized solution, a plurality of fourth limiting holes 32 are formed in the outer wall of one end of the connecting column 31 extending into the second groove 21. The third limiting holes 23 are formed in one-to-one correspondence with the fourth limiting holes 32, and the fourth limiting holes 32 are detachably connected with the second limiting posts 26.

[0034] By inserting the second limiting posts 26 into the third limiting holes 23 and the fourth limiting holes 32, the connecting column 31 can be stably located in the second groove 21.

[0035] Meanwhile, in order to make the central axis of the connecting column 31 and the central axis of the bridge pier 2 on the same central axis, a plurality of positioning holes 25 are also formed in one end of the connecting column 31 extending into the second groove 21, and a plurality of positioning posts 14 are fixedly connected to the bottom of the second groove 21. After the positioning posts 14 are inserted into the positioning holes 25, the central axis of the connecting column 31 and the central axis of the bridge pier 2 are on the same central axis.

[0036] To prevent the first limit post 13 and the second limit post 26 from being eroded by the outside world, the length of the first limit post 13 is less than the total length of the first limit hole 12 and the second limit hole 22; the length of the second limit post 26 is less than the total length of the third limit hole 23 and the fourth limit hole 32 side, and the first limit hole 12 and the third limit hole 23 are blocked by caulking material.

[0037] In a further optimized solution, several threaded tension rods 24 are fixedly connected to the top surface of the bridge pier 2. The threaded tension rods 24 are arranged around the second groove 21. One end of the threaded tension rod 24 away from the bridge pier 2 is fixedly connected with a bolt 27. The threaded tension rod 24 is detachably connected with a fifth limit hole 33, and the fifth limit hole 33 is opened on the pier cap 3.

[0038] In a further optimized solution, a limit ring 34 is fixedly connected to the upper part in the fifth limit hole 33. One end of the bolt 27 passing through the limit ring 34 is threadedly connected with a nut, and the nut is arranged above the limit ring 34.

[0039] By tightening the nut on the bolt 27 and making the nut closely abut against the limit ring 34, the pier cap 3 can be stably located on the bridge pier 2.

[0040] Working process: The base 1, the bridge pier 2, the pier cap 3, and the connecting column 31 are prefabricated in the factory according to the required specifications. The foundation is poured at the construction site. After the foundation is cured and reaches the required strength, the base 1 is fixedly installed on the foundation. Then, the bridge pier 2 is inserted into the first groove 11, and the positioning post 14 is inserted into the positioning hole 25. Then, the first limit post 13 is inserted into the first limit hole 12 and the second limit hole 22, and the first limit hole 12 is blocked with caulking material; then, the connecting column 31 is inserted into the second groove 21, and the threaded tension rod 24 extends into the fifth limit hole 33. Then, the second limit post 26 is inserted into the third limit hole 23 and the fourth limit hole 32, and the third limit hole 23 is blocked with caulking material. Then, the nut is tightened on the bolt 27 and the nut is closely abutted against the limit ring 34 to complete the rapid assembly of the bridge foundation, and then the assembly of the next bridge foundation can be carried out.

[0041] In the description of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. is the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation to the present invention.

[0042] The embodiments described above are only descriptions of the preferred embodiments of the present invention, and do not limit the scope of the present invention. Without departing from the design spirit of the present invention, various deformations and improvements made by those of ordinary skill in the art to the technical solutions of the present invention shall fall within the protection scope determined by the claims of the present invention.

Claims

1. A modular and quickly assembled bridge foundation structure, characterized in that: It includes a base (1) fixedly connected to the top surface of the foundation. One end of the base (1) away from the foundation is provided with a pier (2). One end of the pier (2) away from the base (1) is provided with a support assembly. The support assembly includes a connecting column (31). One end of the connecting column (31) extends into the top surface of the pier (2), and the end of the connecting column (31) extending out of the pier (2) is fixedly connected to a pier cap (3).

2. The modular and quickly assembled bridge foundation structure according to claim 1, characterized in that: A first groove (11) is formed in the top surface of the base (1), and a plurality of first limiting holes (12) are formed in the outer wall of the base (1). The first limiting holes (12) communicate with the first groove (11), and a first limiting post (13) is detachably connected to the first limiting holes (12).

3. The modular and quickly assembled bridge foundation structure according to claim 2, characterized in that: A plurality of second limiting holes (22) are formed in the outer wall of the end of the pier (2) extending into the first groove (11). The second limiting holes (22) are arranged corresponding to the first limiting holes (12) one by one, and the second limiting holes (22) are detachably connected to the first limiting posts (13).

4. The modular rapid assembly type bridge foundation structure according to claim 3, wherein: A plurality of positioning holes (25) are formed in the end of the pier (2) extending into the first groove (11). A positioning post (14) is detachably connected to the positioning holes (25), and the positioning post (14) is fixedly connected to the bottom surface in the first groove (11).

5. The modular and quickly assembled bridge foundation structure according to claim 1, characterized in that: A second groove (21) is formed in the top surface of the pier (2), and a plurality of third limiting holes (23) are formed in the outer wall of the pier (2). The third limiting holes (23) communicate with the second groove (21), and a second limiting post (26) is detachably connected to the third limiting holes (23).

6. The modular and quickly assembled bridge foundation structure according to claim 5, wherein: A plurality of fourth limiting holes (32) are formed in the outer wall of the end of the connecting column (31) extending into the second groove (21). The third limiting holes (23) are arranged corresponding to the fourth limiting holes (32) one by one, and the fourth limiting holes (32) are detachably connected to the second limiting posts (26).

7. The modular quick-assembly bridge foundation structure according to claim 5, wherein: A plurality of threaded tension rods (24) are fixedly connected to the top surface of the pier (2). The threaded tension rods (24) are arranged around the second groove (21). One end of the threaded tension rod (24) away from the pier (2) is fixedly connected to a bolt (27). A fifth limiting hole (33) is detachably connected to the threaded tension rod (24), and the fifth limiting hole (33) is formed in the pier cap (3).

8. The modular and quickly assembled bridge foundation structure according to claim 7, characterized in that: A limiting ring (34) is fixedly connected to the upper part in the fifth limiting hole (33). One end of the bolt (27) passing through the limiting ring (34) is threadedly connected to a nut, and the nut is arranged above the limiting ring (34).