A bridge foundation pile with a reinforcement mechanism

Abstract

The utility model relates to the technical field of bridge foundation piles, specifically a bridge foundation pile with a reinforcement mechanism, comprising a foundation pile body, the top surface of the foundation pile body is integrally constructed with a column pile body for auxiliary support, and a ring seat for auxiliary support is sleeved and installed on the outer periphery of the column pile body, and the outer periphery of the ring seat and the column pile body are both prefabricated with transverse holes for connection; when the bridge foundation pile is constructed, it is convenient to mutually plug the plate seat with the vertical holes on the outer periphery of the ring seat by using the pin shaft, and fix the pin shaft by using the nut body, so that the plate seat is installed between the two groups of ring seats, and at the same time, the support plate frame is installed between the two groups of plate frames by using bolts, so that multiple groups of ring seats can be connected to each other and form a whole, and then it is convenient to pour concrete on the periphery of the multiple groups of ring seats and the plate seat later, so as to facilitate the reinforcement of the foundation pile body, improve the stability of the subsequent beam pile body, and reinforce the bridge foundation pile, so as to facilitate the improvement of the stability of the bridge foundation pile.

Description

Technical Field

[0001] The utility model relates to the technical field of bridge foundation piles, in particular to a bridge foundation pile with a reinforcement mechanism. Background Art

[0002] Road bridges are generally composed of several parts, such as roadbed, pavement, bridge, tunnel engineering and traffic engineering facilities; however, since bridge piles are generally cast, and the top side is cylindrical, and these cylindrical piles are independently set, and then the top is convenient for connecting and supporting the bridge piles, if these independently set cylindrical piles can form a whole, the stability of the bridge piles can be improved. To this end, we propose a bridge pile with a reinforcement mechanism. Utility Model Content

[0003] In view of the problems in the prior art, the utility model provides a bridge foundation pile with a reinforcement mechanism.

[0004] The technical solution adopted by the utility model to solve the technical problem is a bridge foundation pile with a reinforcement mechanism, comprising a foundation pile body, the top surface of the foundation pile body is integrally constructed with a column pile body that can be used for auxiliary support, and a ring seat that can be used for auxiliary support is sleeved and installed on the outer periphery of the column pile body, the ring seat and the outer periphery of the column pile body are both prefabricated with transverse holes that can be used for connection, and there are multiple groups of transverse holes, the inner side of the transverse holes is plugged with a transverse axis that can be used for limiting, and the top surfaces of the multiple groups of column pile bodies are integrally constructed with beam pile bodies;

[0005] A plate seat for connection is clamped between the two groups of ring seats, and vertical holes for connection are provided on the outer peripheral surfaces of the ring seats and the plate seats, and there are multiple groups of vertical holes. Pin holes for limiting are clamped on the inner sides of the vertical holes, and nut bodies for tightening are threadedly installed on the both side end surfaces of the outer peripheral of the pin shaft, and a support frame for support is assembled between the two groups of plate seats by bolts.

[0006] By adopting the above technical solution, when constructing the bridge foundation piles, the ring seat can be conveniently sleeved on the outer periphery of the column pile body at the top of the bridge foundation pile body, and then the transverse axis can be inserted into the multiple groups of transverse holes on the outer periphery of the ring seat to fix the position of the ring seat on the outer periphery of the column pile body, so that it will not be displaced during the subsequent pouring process;

[0007] When constructing the bridge pile foundation, it is convenient to connect the plate seat with the vertical hole on the outer periphery of the ring seat by using the pin shaft, and fix the pin shaft by using the nut body, so that the plate seat can be installed between the two groups of ring seats, and the support frame can be installed between the two groups of plate frames by bolts, so that multiple groups of ring seats can be connected to each other and form a whole, and then it is convenient to pour concrete on the periphery of multiple groups of ring seats and plate seats, so as to reinforce the pile body, improve the stability of the subsequent beam pile body, and reinforce the bridge pile foundation, so as to improve the stability of the bridge pile foundation.

[0008] Specifically, the outer circumferential surface of the ring seat and the outer circumferential surface of the bracket are both provided with branch holes that can be used for connection, and there are multiple groups of branch holes, and pipe rods that can be used for reinforcement are inserted into the inner sides of the branch holes.

[0009] By adopting the above technical solution, the pipe rod can be easily plugged into the branch hole, which is convenient for auxiliary reinforcement of the position of the ring seat, thereby improving the stability of the ring seat and the stability of the ring seat after subsequent concrete pouring.

[0010] Specifically, a gasket ring that can be used for limiting is threadedly installed on the outer peripheral surface of the pipe rod, and there are multiple groups of gasket rings.

[0011] By adopting the above technical solution, the gasket ring can be conveniently screwed and installed on the outer periphery of the pipe rod, which is convenient for limiting the parts of the pipe rod located on both sides of the ring seat, so that the pipe rod and the pipe seat will not automatically separate.

[0012] Specifically, the top surface of the pipe rod is equipped with a latch that can be used for limiting.

[0013] By adopting the above technical solution, the pin is clamped on the top of the pipe rod, so that the pipe rod will not pass through the outer periphery of the ring seat and will be completely immersed in the soil, which facilitates and stably reinforces the ring seat.

[0014] Specifically, both side end surfaces of the outer periphery of the transverse shaft are threadedly mounted with rotating seats that can be used for fixing.

[0015] By adopting the above technical solution, the rotating seat is threadedly installed on the outer periphery of the horizontal axis, which is convenient for assisting in limiting and fixing the horizontal axis, so that the horizontal axis can limit the position of the ring seat on the outer periphery of the column pile body, so that it can be stably connected with the column pile body.

[0016] Compared with the prior art, the utility model has the following beneficial effects:

[0017] 1. The technical solution of the present application, through the design of the column pile body, the ring seat, the transverse holes and the transverse axis, can conveniently sleeve the ring seat on the outer periphery of the column pile body at the top of the pile body of the bridge pile during the construction of the bridge pile foundation, and then the transverse axis can be inserted into the multiple groups of transverse holes on the outer periphery of the ring seat, so as to fix the position of the ring seat on the outer periphery of the column pile body and prevent displacement during the subsequent pouring process.

[0018] 2. The technical solution of the present application, through the design of the plate seat, vertical holes, pins, nut bodies and support frames, makes it convenient to insert the plate seat into the vertical holes on the outer periphery of the ring seat by means of the pins during the construction of the bridge foundation piles, and to fix the pins by means of the nut bodies, so that the plate seat can be installed between the two groups of ring seats, and at the same time, the support frame can be installed between the two groups of plate frames by means of bolts, so that multiple groups of ring seats can be connected to each other and form a whole, and then it is convenient to subsequently pour concrete on the periphery of the multiple groups of ring seats and the plate seats, thereby facilitating the reinforcement of the foundation pile body, improving the stability of the subsequent beam pile body, and reinforcing the bridge foundation piles, so as to improve the stability of the bridge foundation piles. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] The utility model is further described below in conjunction with the accompanying drawings and embodiments.

[0020] Figure 1 It is an axonometric drawing of the utility model;

[0021] Figure 2 It is a schematic diagram of the connection structure between the column pile body and the ring seat of the utility model;

[0022] Figure 3 It is a schematic diagram of the connection structure between the ring seat and the support frame of the utility model;

[0023] In the figure: 1, foundation pile body; 2, column pile body; 3, ring seat; 4, horizontal hole; 5, horizontal axis; 6, swivel seat; 7, plate seat; 8, vertical hole; 9, pin shaft; 10, nut body; 11, support plate frame; 12, support hole; 13, pipe rod; 14, latch pin; 15, washer ring; 16, beam pile body. DETAILED DESCRIPTION

[0024] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below in conjunction with specific implementation methods.

[0025] See also Figure 1-3The embodiment of the utility model provides a technical solution: a bridge foundation pile with a reinforcement mechanism, including a foundation pile body 1, the top surface of the foundation pile body 1 is integrally constructed with a column pile body 2 for auxiliary support, and the outer periphery of the column pile body 2 is sleeved with a ring seat 3 for auxiliary support, the ring seat 3 and the outer periphery of the column pile body 2 are prefabricated with transverse holes 4 for connection, and there are multiple groups of transverse holes 4, the inner side of the transverse holes 4 is plugged with a transverse axis 5 for limiting, and the top surfaces of the multiple groups of column pile bodies 2 are integrally constructed with beam pile bodies 16; a plate seat 7 for connection is clamped between two groups of ring seats 3, and the outer periphery surfaces of the ring seat 3 and the plate seat 7 are both provided with vertical holes 8 for connection, and there are multiple groups of vertical holes 8, the inner side of the vertical hole 8 is clamped with a pin hole for limiting, and the outer periphery of the pin shaft 9 is threaded with a nut body 10 for tightening, and a support plate frame 11 for support is assembled between the two groups of plate seats 7 by bolts.

[0026] When in use, when constructing the bridge foundation pile, the ring seat 3 can be conveniently sleeved on the outer periphery of the column pile body 2 at the top of the bridge foundation pile body 1, and then the transverse axis 5 can be inserted into the multiple groups of transverse holes 4 on the outer periphery of the ring seat 3, so as to fix the position of the ring seat 3 on the outer periphery of the column pile body 2, so that it will not be displaced during the subsequent pouring process;

[0027] When constructing the bridge foundation piles, it is convenient to connect the plate seat 7 with the vertical hole 8 on the outer periphery of the ring seat 3 by means of the pin shaft 9, and fix the pin shaft 9 by means of the nut body 10, so that the plate seat 7 can be installed between the two groups of ring seats 3, and at the same time, the support frame 11 is installed between the two groups of plate frames by means of bolts, so that multiple groups of ring seats 3 can be connected to each other and form a whole, and then it is convenient to pour concrete on the periphery of multiple groups of ring seats 3 and the plate seat 7, so as to reinforce the foundation pile body 1, improve the stability of the subsequent beam pile body 16, and reinforce the bridge foundation piles, so as to improve the stability of the bridge foundation piles.

[0028] like Figure 1 , Figure 2 and Figure 3 As shown, the outer circumferential surface of the ring seat 3 and the outer circumferential surface of the bracket are both provided with branch holes 12 for connection, and there are multiple groups of branch holes 12, and the inner side of the branch holes 12 is plugged with a pipe rod 13 for reinforcement.

[0029] When in use, the pipe rod 13 is conveniently plugged into the branch hole 12, so as to assist in reinforcing the position of the ring seat 3, thereby improving the stability of the ring seat 3 and the stability of the ring seat 3 after subsequent concrete pouring.

[0030] like Figure 1 , Figure 2 and Figure 3 As shown, a gasket 15 for limiting position is threadedly installed on the outer peripheral surface of the pipe rod 13, and there are multiple groups of gaskets 15.

[0031] When in use, the gasket 15 is conveniently screwed and installed on the outer periphery of the pipe rod 13, so as to limit the parts of the pipe rod 13 on both sides of the ring seat 3, so that the pipe rod 13 and the pipe seat will not be automatically separated.

[0032] like Figure 1 , Figure 2 and Figure 3 As shown, the top surface of the pipe rod 13 is equipped with a latch 14 which can be used for limiting.

[0033] When in use, the latch pin 14 is clamped on the top of the pipe rod 13, so that the pipe rod 13 will not pass through the outer periphery of the ring seat 3 but will be completely immersed in the soil, thereby facilitating and stably reinforcing the ring seat 3.

[0034] like Figure 1 and Figure 2 As shown, both side end surfaces of the outer periphery of the transverse shaft 5 are screwed with a rotating seat 6 for fixing.

[0035] When in use, the rotating seat 6 is screwed and installed on the outer periphery of the horizontal axis 5 to assist in limiting and fixing the horizontal axis 5, so that the horizontal axis 5 can limit the position of the ring seat 3 on the outer periphery of the column pile body 2, so that it can be stably connected to the column pile body 2.

[0036] The working principle and use process of the utility model are as follows: when in use, first install the corresponding structural components in a suitable position. When the bridge foundation pile is constructed, the ring seat 3 can be conveniently sleeved on the outer periphery of the column pile body 2 at the top of the pile body 1 of the bridge foundation pile. Then, the transverse axis 5 can be used to be inserted into the multiple groups of transverse holes 4 on the outer periphery of the ring seat 3, so as to fix the position of the ring seat 3 on the outer periphery of the column pile body 2, so that it will not be displaced during the subsequent pouring process. At the same time, after the installation of the ring seat 3 is completed, it is convenient to plug the plate seat 7 into the vertical holes 8 on the outer periphery of the ring seat 3 by using the pin shaft 9, and use the nut body 10 to fix the plate seat 7 on the outer periphery of the column pile body 2. The pin shaft 9 is fixed to facilitate the installation of the plate seat 7 between the two groups of ring seats 3, and the support frame 11 is installed between the two groups of plate frames by bolts, so that the multiple groups of ring seats 3 can be connected to each other and form a whole, and it is convenient to plug the pipe rod 13 and the multiple groups of branch holes 12 on the periphery of the ring seat 3 and the support frame 11 into each other, so as to assist in reinforcing the ring seat 3 and the support frame 11, and then facilitate the subsequent pouring of concrete on the periphery of the multiple groups of ring seats 3 and the plate seat 7, so as to facilitate the reinforcement of the foundation pile body 1, and improve the stability of the subsequent beam pile body 16, and reinforce the bridge foundation piles, so as to improve the stability of the bridge foundation piles.

[0037] The above shows and describes the basic principles, main features and advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions in the specification are only to illustrate the principles of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the protection required by the utility model. The scope of protection required by the utility model is defined by the attached claims and their equivalents.

Claims

1. A bridge pile with a reinforcement mechanism, characterized in that: The invention comprises a foundation pile body (1), wherein the top surface of the foundation pile body (1) is integrally constructed with a column pile body (2) that can be used for auxiliary support, and the outer circumference of the column pile body (2) is sleeved with a ring seat (3) that can be used for auxiliary support, and the outer circumference of the ring seat (3) and the column pile body (2) are both prefabricated with transverse holes (4) that can be used for connection, and there are multiple groups of transverse holes (4), and the inner side of the transverse holes (4) is plugged with a transverse shaft (5) that can be used for limiting, and the top surfaces of the multiple groups of column pile bodies (2) are integrally constructed with beam pile bodies (16); A plate seat (7) for connection is clamped between the two groups of the ring seats (3). The outer peripheral surfaces of the ring seats (3) and the plate seats (7) are provided with vertical holes (8) for connection, and there are multiple groups of vertical holes (8). Pin holes for limiting are clamped inside the vertical holes (8), and nut bodies (10) for tightening are screwed and installed on both side end surfaces of the outer peripheral of the pin shaft (9). A support plate frame (11) for support is assembled between the two groups of the plate seats (7) by bolts.

2. A bridge foundation pile with a reinforcement mechanism according to claim 1, characterized in that: The outer peripheral surface of the ring seat (3) and the outer peripheral surface of the bracket are both provided with branch holes (12) that can be used for connection, and there are multiple groups of branch holes (12). Pipe rods (13) that can be used for reinforcement are inserted into the inner sides of the branch holes (12).

3. A bridge foundation pile with a reinforcement mechanism according to claim 2, characterized in that: A gasket ring (15) for limiting position is threadedly mounted on the outer peripheral surface of the pipe rod (13), and there are multiple groups of gasket rings (15).

4. A bridge foundation pile with a reinforcement mechanism according to claim 2, characterized in that: The top surface of the pipe rod (13) is equipped with a latch pin (14) which can be used for limiting the position.

5. The bridge foundation pile with a reinforcement mechanism according to claim 1, characterized in that: The end surfaces on both sides of the outer periphery of the transverse shaft (5) are both threadedly mounted with a rotating seat (6) that can be used for fixing.

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