Prefabricated assembly type pier cap beam and pier column connecting joint structure

Abstract

The utility model relates to the technical field of pier capping beam and pier column connection, in particular to a prefabricated assembly type pier capping beam and pier column connection node structure. The connecting joint structure is used for connecting a bent cap and a pier and is arranged on the bent cap and the pier. A cavity cylinder and a web plate arranged in the cavity cylinder are arranged on the cover beam, and a positioning groove is formed by the height difference between the web plate and the cavity cylinder; positioning arc plates and shear nails are arranged on the piers; the positioning arc plates and the shear nails are correspondingly embedded into the cavity cylinders; and the piers without the positioning arc plates abut against the positioning grooves. The connection node structure for positioning connection is arranged at the joint of the cover beam and the pier column, so that a rapid, stable and durable connection mode is realized, and the overall performance and the construction efficiency of a bridge structure are improved.

Description

Technical Field

[0001] The utility model relates to the technical field of pier cap and pier column connection, in particular to a connection node structure for precast assembled pier cap and pier column. Background Technique

[0002] In traditional bridge structures, the connection method between the pier cap and the pier column is crucial for the overall stability and load-bearing capacity of the bridge. However, existing connection technologies usually have problems such as complex construction, insufficient connection strength, and poor durability. These problems not only increase the construction difficulty and cost, but also may affect the service life and safety of the bridge.

[0003] It is difficult to achieve high-precision positioning and connection in on-site construction of existing technologies, resulting in potential safety hazards at the structural connection. Summary of the Utility Model

[0004] The utility model provides a connection node structure for precast assembled pier cap and pier column. The utility model sets a connection node structure for positioning connection at the connection between the pier cap and the pier column to achieve a fast, stable and durable connection method, so as to improve the overall performance and construction efficiency of the bridge structure.

[0005] The technical solution of the utility model is as follows:

[0006] A connection node structure for precast assembled pier cap and pier column, the connection node structure is used to connect the pier cap and the pier, and the connection node structure is arranged on the pier cap and the pier;

[0007] Wherein, a cavity cylinder is arranged on the pier cap and a web is arranged in the cavity cylinder, and the height difference between the web and the cavity cylinder forms a positioning groove;

[0008] Wherein, a positioning arc plate and shear studs are arranged on the pier;

[0009] So that, the positioning arc plate and the shear studs are correspondingly embedded into the cavity cylinder;

[0010] So that, the pier without the positioning arc plate abuts against the positioning groove.

[0011] Furthermore, the positioning arc plate is arranged on the end face of the pier, and there are two symmetrical groups. Shear studs are arranged between the two groups of positioning arc plates.

[0012] Furthermore, a grouting hole is arranged on the pier cap, and the grouted concrete forms a stable connection node structure with the shear studs.

[0013] The beneficial effect of the utility model is: The utility model adopts a precast assembled design, which can reduce the on-site construction time and speed up the construction progress.

[0014] The utility model forms a stable connection node through the cooperation of the cavity cylinder on the capping beam, the positioning arc plate and the shear studs on the bridge pier, improving the stability of the entire bridge structure.

[0015] The combination of the shear studs and the grouting holes in the utility model enables the concrete to be fully filled and solidified, thereby enhancing the connection strength between the capping beam and the bridge pier.

[0016] The utility model uses a positioning groove for height positioning at the connection between the capping beam and the pier column, and uses the combination of the cavity cylinder and the web to position with the positioning arc plate, improving the connection accuracy between the capping beam and the pier column to enhance the overall performance and construction efficiency of the bridge structure. Brief Description of the Drawings

[0017] Figure 1 is a schematic diagram of the connection structure between the capping beam and the pier column of the utility model;

[0018] Figure 2 is a sectional view of the connection structure between the capping beam and the pier column of the utility model;

[0019] Figure 3 is a schematic diagram of the capping beam structure of the utility model;

[0020] Figure 4 is a schematic diagram of the connection structure of the pier column of the utility model;

[0021] Shown in the figure: capping beam 100, cavity cylinder 110, web 120, positioning groove 130, grouting hole 140, bridge pier 200, positioning arc plate 210, shear stud 220. Detailed Description of the Preferred Embodiments

[0022] The technical solution of the utility model will be further described below with reference to the drawings and through specific embodiments:

[0023] Embodiment 1

[0024] Refer to the attached Figures 1 to 4 The utility model is a prefabricated and assembled connection node structure for bridge piers and capping beams. The utility model sets a connection node structure for positioning connection at the connection between the capping beam and the pier column to achieve a fast, stable and durable connection method, so as to improve the overall performance and construction efficiency of the bridge structure.

[0025] The specific connection structure is as follows:

[0026] As Figure 3 The capping beam 100 is an important part of the upper structure of the bridge, on which a cavity cylinder 110 is provided. A web 120 is provided inside the cavity cylinder 110, and the height difference between the web 120 and the cavity cylinder 110 forms a positioning groove 130. This design enables the capping beam 100 to form a tight fit with the bridge pier 200.

[0027] The cavity tube 110 is a key component on the capping beam 100, and its internal space is provided with a web 120. The design of the cavity tube 110 allows the positioning arc plate 210 and shear studs 220 of the pier 200 to be embedded, achieving precise positioning.

[0028] The web 120 is arranged inside the cavity tube 110 and has a height difference from the cavity tube 110. The step formed by this height difference is the positioning groove 130. The presence of the web 120 improves the load-bearing capacity of the capping beam 100 and provides structural support for positioning.

[0029] The capping beam 100 is provided with grouting holes 140 for pouring concrete, forming a stable connection node structure with the shear studs 220. The grouting holes 140 allow the concrete to fully fill the space between the capping beam 100 and the pier 200, and a stable connection is formed after curing.

[0030] As Figure 4 shown, the pier 200 is provided with a positioning arc plate 210 and shear studs 220. The positioning arc plate 210 is arranged on the end face of the pier 200 and is symmetrically distributed. Shear studs 220 are arranged between the two groups of positioning arc plates 210.

[0031] The design of the positioning arc plate 210 is used to cooperate with the cavity tube 110 and the web 120 on the capping beam 100 to achieve precise docking of the capping beam and the pier.

[0032] The shear studs 220 are embedded in the positioning arc plate 210 and cooperate with the cavity tube 110 and the web 120 on the capping beam 100 to enhance the stability of the connection.

[0033] Construction method

[0034] Manufacture of precast components: First, manufacture the precast components of the capping beam 100 and the pier 200 in the factory to ensure dimensional accuracy and quality control.

[0035] On-site installation: Transport the precast capping beam 100 and pier 200 to the construction site and use a lifting machine for hoisting.

[0036] Positioning and adjustment: Use the positioning groove 130 on the capping beam 100 and the positioning arc plate 210 on the pier 200 for precise positioning to ensure accurate cooperation between the two.

[0037] Grouting construction: Pour concrete through the grouting holes 140 on the capping beam 100. After the concrete cures, a stable connection node is formed.

[0038] Quality inspection: After the construction is completed, conduct quality inspection to ensure that the stability and load-bearing capacity of the connection node meet the design requirements.

[0039] For those skilled in the art, it is obvious that the present utility model is not limited to the details of the above-mentioned exemplary embodiments, and the present utility model can be implemented in other specific forms without departing from the spirit or basic characteristics of the present utility model. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the present utility model is defined by the appended claims rather than the above description. Therefore, all changes falling within the meaning and scope of the equivalent elements of the claims are intended to be embraced within the present utility model.

[0040] In addition, it should be understood that although this specification is described according to embodiments, not every embodiment only contains an independent technical solution. This narrative way of the specification is only for clarity. Those skilled in the art should regard the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A prefabricated pier cap beam pier column connection node structure, the connection node structure is used to connect the cap beam and the pier, characterized in that: The connection node structure is arranged on the cap beam and the bridge pier; Wherein, the cap beam is provided with a cavity tube and a web plate arranged in the cavity tube, and the height difference between the web plate and the cavity tube forms a positioning groove; Wherein, positioning arc plates and shear nails are arranged on the bridge piers; So that the positioning arc plate and the shear pins are correspondingly embedded in the cavity tube; As a result, the bridge pier that is not provided with a positioning arc plate abuts against the positioning groove.

2. The prefabricated and assembled bridge pier cap beam and pier column connection node structure according to claim 1 is characterized in that: The positioning arc plates are arranged on the end faces of the bridge piers, and two symmetrical groups are arranged, and shear nails are arranged between the two groups of positioning arc plates.

3. The prefabricated and assembled bridge pier cap beam and pier column connection node structure according to claim 1 is characterized in that: The cap beam is provided with grouting holes, and poured concrete and shear nails form a stable connection node structure.

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