Prefabricated bridge pier connector structure

Abstract

The utility model provides a prefabricated pier connector structure, and relates to the technical field of prefabricated piers. The prefabricated pier connector structure comprises an upper connecting column and a lower connecting column. The first end of the upper connecting column is provided with an inserting block and a first pouring groove, a through hole is formed in the side wall of the inserting block, and the second end of the upper connecting column is used for being fixedly connected with a pier column. The first end of the lower connecting column is provided with a connecting groove and a second pouring groove, the connecting groove communicates with the second pouring groove, and the second end of the lower connecting column is used for being fixedly connected with the other pier column. The first end of the upper connecting column and the first end of the lower connecting column are oppositely arranged, the inserting block is inserted into the connecting groove, the first pouring groove and the second pouring groove form a pouring hole, and the pouring hole, the connecting groove and the through hole are filled with adhesives. The prefabricated bridge pier connector structure solves the technical problems that in the prior art, a prefabricated bridge pier needs to be maintained regularly in the long-time using process, connecting pieces need to be replaced regularly, and the working intensity and the maintenance cost of follow-up connecting and using are increased.

Description

Technical Field

[0001] The utility model relates to the technical field of precast bridge piers, in particular to an interface structure of a precast bridge pier. Background Art

[0002] A precast bridge pier refers to a structure that is processed and formed in a factory, workshop or temporary workshop outside the construction site, transported to the site by hoisting or sliding, and then assembled into a bridge pier. Usually, steel components are used to connect or weld between such precast bridge piers; this connection method is simple, but during long-term use, regular maintenance is required, and the steel components need to be replaced regularly, increasing the working intensity and maintenance cost of subsequent connection use. Content of the Utility Model

[0003] The purpose of the utility model is to provide an interface structure of a precast bridge pier to alleviate the technical problems existing in the prior art that during long-term use of precast bridge piers, regular maintenance is required, the connecting pieces need to be replaced regularly, increasing the working intensity and maintenance cost of subsequent connection use.

[0004] In order to solve the above technical problems, the technical solution provided by the utility model lies in:

[0005] The interface structure of the precast bridge pier provided by the utility model includes an upper connecting column and a lower connecting column;

[0006] A plug and a first perfusion groove are provided at the first end of the upper connecting column. Through holes are provided on the side wall of the plug, and the plug and the first perfusion groove are arranged at intervals. The second end of the upper connecting column is used for fixedly connecting with the pier column;

[0007] A connecting groove and a second perfusion groove are provided at the first end of the lower connecting column. The connecting groove and the second perfusion groove are communicated. The second end of the lower connecting column is used for fixedly connecting with another pier column;

[0008] The first end of the upper connecting column and the first end of the lower connecting column are arranged opposite to each other. The plug is inserted into the connecting groove. The first perfusion groove and the second perfusion groove are arranged opposite to each other and communicated to form a perfusion hole. An adhesive is filled in the perfusion hole, the connecting groove and the through holes.

[0009] Furthermore, a reinforcing column is installed at the first end of the upper connecting column. The reinforcing column is arranged at an interval from the plug and is inserted into the connecting groove.

[0010] Furthermore, a plurality of reinforcing plates are installed on the side wall of the reinforcing column. The plurality of reinforcing plates are arranged at intervals along the axial direction of the reinforcing column.

[0011] Furthermore, the distance between the reinforcing plate and the outer wall of the reinforcing column gradually increases from the end close to the lower connecting column to the end close to the upper connecting column.

[0012] Furthermore, two insertion plates are installed on the outer wall of the reinforcing column at intervals along the radial direction of the reinforcing column, and clamping plates are provided on both sides of the reinforcing plate;

[0013] The clamping plate is inserted into the insertion plate, and a first fastener passes through the insertion plate and abuts against or connects with the clamping plate.

[0014] Furthermore, a threaded hole is provided at the first end of the upper connecting column, and a second fastener passes through the reinforcing column and is connected to the threaded hole.

[0015] Furthermore, two groups of the insertion blocks and two groups of the reinforcing columns are provided at the first end of the upper connecting column. The two groups of the insertion blocks are respectively located on both sides of the first perfusion groove, and the two groups of the reinforcing columns are respectively located on both sides of the first perfusion groove and on the side of the insertion block away from the first perfusion groove;

[0016] Two groups of the connecting grooves are provided at the first end of the lower connecting column, and the two groups of the connecting grooves are respectively located on both sides of the second perfusion groove;

[0017] The insertion block and the reinforcing column on the same side of the first perfusion groove are inserted into the same group of the connecting grooves.

[0018] Furthermore, the precast pier interface structure further includes a plurality of baffles, and two ends of each baffle are respectively used for connecting with two of the pier columns;

[0019] The plurality of baffles are arranged adjacent to each other along the circumferential direction of the upper connecting column, and all surround the outer circumferences of the upper connecting column and the lower connecting column to enclose a perfusion space for covering the upper connecting column and the lower connecting column;

[0020] At least one of the baffles is provided with a connecting hole, and the connecting hole communicates with the perfusion space.

[0021] Furthermore, two ends of the baffle are respectively clamped with the outer walls of two of the pier columns.

[0022] Furthermore, the pier column is provided with a clamping groove, and the baffle is provided with a clamping block, and the clamping block is clamped with the clamping groove.

[0023] Based on the above technical solutions, the technical effects that the present utility model can achieve are analyzed as follows:

[0024] The precast pier interface structure provided by the utility model includes an upper connecting column and a lower connecting column; a plug and a first pouring groove are provided at the first end of the upper connecting column, through holes are provided on the side wall of the plug, and the plug and the first pouring groove are arranged at intervals, and the second end of the upper connecting column is used for fixedly connecting with the pier column; a connecting groove and a second pouring groove are provided at the first end of the lower connecting column, the connecting groove and the second pouring groove are communicated, and the second end of the lower connecting column is used for fixedly connecting with another pier column; the first end of the upper connecting column and the first end of the lower connecting column are arranged opposite to each other, the plug is inserted into the connecting groove, the first pouring groove and the second pouring groove are arranged opposite to each other and communicated to form a pouring hole, and an adhesive is filled in the pouring hole, the connecting groove and the through holes. Through the connection between the pier column and the upper connecting column, the connection between another pier column and the lower connecting column, the first end of the upper connecting column and the first end of the lower connecting column are inserted and connected through the plug and the connecting groove, and the adhesive is poured at the pouring hole, so that the adhesive enters the connecting groove and the through holes; after the adhesive solidifies, the plug and the connecting groove are stably connected, realizing the stable connection between the upper connecting column and the lower connecting column, and the through holes of the plug are filled with the adhesive, enhancing the connection stability between the upper connecting column and the lower connecting column; furthermore, the use performance of the assembled connection between the two pier columns is improved, and the technical problems in the prior art that the precast piers need to be regularly maintained during long-term use, the connecting pieces need to be regularly replaced, increasing the working intensity and maintenance cost of subsequent connection use are avoided. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] In order to more clearly illustrate the specific embodiments of the present utility model or the technical solutions in the prior art, the following will briefly introduce the drawings required for use in the description of the specific embodiments or the prior art. Obviously, the drawings in the following description are some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0026] Figure 1 Schematic diagram of the precast pier interface structure provided by the embodiment of the present utility model;

[0027] Figure 2 Stereoscopic partial explosion diagram of the precast pier interface structure provided by the embodiment of the present utility model;

[0028] Figure 3 Stereoscopic explosion diagram of the connection structure between the upper connecting column and the lower connecting column of the precast pier interface structure provided by the embodiment of the present utility model;

[0029] Figure 4 Bottom-up stereoscopic diagram of the upper connecting column of the precast pier interface structure provided by the embodiment of the present utility model;

[0030] Figure 5 Stereoscopic explosion diagram of the reinforcement column of the precast pier interface structure provided by the embodiment of the present utility model;

[0031] Figure 6 For Figure 5 Partial enlarged view at position A in the middle.

[0032] Icon:

[0033] 1 - Pier column; 2 - Upper connecting column; 21 - Insert block; 22 - Through hole; 3 - Lower connecting column; 31 - Second perfusion groove; 32 - Connecting groove; 4 - Baffle; 41 - Connecting hole; 5 - Card slot; 6 - Reinforcing column; 61 - Second fastener; 62 - Insert plate; 63 - Reinforcing plate; 64 - Card plate; 65 - First fastener. Specific implementation manner

[0034] To make the objectives, technical solutions and advantages of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Apparently, the described embodiments are some but not all of the embodiments of the present utility model. Generally, the components of the embodiments of the present utility model described and illustrated in the accompanying drawings here can be arranged and designed in various different configurations.

[0035] Therefore, the following detailed description of the embodiments of the present utility model provided in the accompanying drawings is not intended to limit the scope of the present utility model to be protected, but merely represents the selected embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without making creative efforts fall within the scope of protection of the present utility model.

[0036] It should be noted that: Similar reference numerals and letters denote similar items in the following drawings. Therefore, once an item is defined in one drawing, it does not need to be further defined and explained in subsequent drawings.

[0037] In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inside", "outside", etc. is based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship in which the product of the present utility model is usually placed when in use. It is only for the convenience of describing the present utility model and simplifying the description, 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 cannot be construed as a limitation of the present utility model. In addition, the terms "first", "second", "third", etc. are only used for descriptive distinction and cannot be construed as indicating or implying relative importance.

[0038] In addition, the terms "horizontal", "vertical", "overhanging" and the like do not mean that the components are required to be absolutely horizontal or overhanging, but can be slightly tilted. For example, "horizontal" only means that its direction is more horizontal than "vertical", and does not mean that the structure must be completely horizontal, but can be slightly tilted.

[0039] In the description of the present invention, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "set", "install", "connect", and "connect" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0040] In conjunction with the accompanying drawings, some embodiments of the present invention are described in detail below. In the absence of conflict, the following embodiments and features in the embodiments can be combined with each other.

[0041] See also Figures 1 to 6 The prefabricated pier interface structure provided by the embodiment of the utility model includes an upper connecting column 2 and a lower connecting column 3; the first end of the upper connecting column 2 is provided with an insert block 21 and a first pouring groove, the side wall of the insert block 21 is provided with a through hole 22, and the insert block 21 is arranged at an interval with the first pouring groove, and the second end of the upper connecting column 2 is used to be fixedly connected to the pier 1; the first end of the lower connecting column 3 is provided with a connecting groove 32 and a second pouring groove 31, the connecting groove 32 and the second pouring groove 31 are communicated, and the second end of the lower connecting column 3 is used to be fixedly connected to another pier 1; the first end of the upper connecting column 2 is arranged opposite to the first end of the lower connecting column 3, the insert block 21 is inserted in the connecting groove 32, the first pouring groove and the second pouring groove 31 are arranged opposite to each other and communicated to form a pouring hole, and the pouring hole, the connecting groove 32 and the through hole 22 are filled with adhesive.

[0042] Specifically, in this embodiment, the adhesive is set as cement, and the cement is injected into the connection groove 32 through the pouring hole to stably connect the plug block 21 and the connection groove 32. Furthermore, the second end of the upper connecting column 2 is fixedly connected to the pier column 1, and the second end of the lower connecting column 3 is fixedly connected to the pier column 1. The first end of the upper connecting column 2 is fixedly connected with the plug block 21, and the through hole 22 penetrates the plug block 21 along the thickness direction of the plug block 21, and the axis of the through hole 22 is perpendicular to the axis of the first pouring groove.

[0043] Through the connection between the pier column 1 and the upper connecting column 2, and the connection between another pier column 1 and the lower connecting column 3, the first end of the upper connecting column 2 and the first end of the lower connecting column 3 are inserted and connected through the inserting block 21 and the connecting groove 32. The adhesive is poured through the pouring hole, so that the adhesive enters the connecting groove 32 and the through hole 22; after the adhesive solidifies, the inserting block 21 and the connecting groove 32 are stably connected, realizing the stable connection between the upper connecting column 2 and the lower connecting column 3, and the through hole 22 of the inserting block 21 is filled with the adhesive, enhancing the connection stability between the upper connecting column 2 and the lower connecting column 3; furthermore, the service performance of the assembled connection between the two pier columns 1 is improved, avoiding the technical problems in the prior art that the precast bridge piers need to be regularly maintained during long-term use, the connecting parts need to be regularly replaced, increasing the working intensity and maintenance cost of subsequent connection use.

[0044] The structure and shape of the interface structure of the precast bridge pier are described in detail as follows:

[0045] In an alternative embodiment of the present utility model, referring to Figure 4 , a reinforcing column 6 is installed at the first end of the upper connecting column 2. The reinforcing column 6 is arranged at an interval from the inserting block 21 and is inserted into the connecting groove 32.

[0046] Specifically, both the upper connecting column 2 and the lower connecting column 3 are arranged as column bodies and have the same outer diameter dimension. When the upper connecting column 2 and the lower connecting column 3 are abutted and connected, the cross-section of the pouring hole is circular, which is convenient for pouring cement. The reinforcing column 6 is arranged as a column body, and the axis of the reinforcing column 6 is parallel to the axis of the upper connecting column 2.

[0047] The reinforcing column 6 is inserted into the connecting groove 32, increasing the contact area between the upper connecting column 2 and the cement, and further enhancing the connection stability between the upper connecting column 2 and the lower connecting column 3.

[0048] In an alternative embodiment of the present utility model, a plurality of reinforcing plates 63 are installed on the side wall of the reinforcing column 6. The plurality of reinforcing plates 63 are arranged at intervals along the axial direction of the reinforcing column 6.

[0049] Specifically, two groups of reinforcing plates 63 are installed on one reinforcing column 6. The two groups of reinforcing plates 63 are respectively located on both sides of the reinforcing column 6, and each group of reinforcing plates 63 includes a plurality of reinforcing plates 63 arranged at intervals along the axial direction of the reinforcing column 6. The two groups of reinforcing plates 63 are arranged in a staggered manner or symmetrically.

[0050] The reinforcing plates 63 are installed on the side wall of the reinforcing column 6, further increasing the contact area between the upper connecting column 2 and the cement, and further enhancing the connection stability between the upper connecting column 2 and the lower connecting column 3.

[0051] In an alternative embodiment of the present utility model, the distance between the reinforcing plate 63 and the outer wall of the reinforcing column 6 gradually increases from the end close to the lower connecting column 3 to the end close to the upper connecting column 2.

[0052] Specifically, referring to Figure 5 , the reinforcing plate 63 is arc-shaped and recessed away from the reinforcing column 6.

[0053] The distance between the reinforcing plate 63 and the outer wall of the reinforcing column 6 gradually increases from the end close to the lower connecting column 3 to the end close to the upper connecting column 2. While increasing the contact area between the upper connecting column 2 and the cement, it also significantly enhances the axial connection stability between the upper connecting column 2 and the lower connecting column 3, preventing the reinforcing plate 63 from being pulled out of the cement.

[0054] In an alternative embodiment of the present utility model, two insertion plates 62 are installed on the outer wall of the reinforcing column 6 at intervals along the radial direction of the reinforcing column 6, and clamping plates 64 are provided on both sides of the reinforcing plate 63; the clamping plates 64 are inserted into the insertion plates 62, and the first fastener 65 passes through the insertion plates 62 and abuts against or connects with the clamping plates 64.

[0055] Specifically, in this embodiment, referring to Figure 6 , the first fastener 65 is threadedly connected to the insertion plate 62 and abuts against the clamping plate 64. Of course, the first fastener 65 passing through the insertion plate 62 and being threadedly connected to the clamping plate 64 should also be within the protection scope of the embodiment of the present utility model. The first fastener 65 is set as a screw.

[0056] The clamping plate 64 is inserted and matched with the insertion plate 62 to install the reinforcing plate 63 on the outer wall of the reinforcing column 6; the first fastener 65 passes through the insertion plate 62 and abuts against the clamping plate 64 to improve the stability of the reinforcing plate 63 in the insertion plate 62.

[0057] In an alternative embodiment of the present utility model, a threaded hole is provided at the first end of the upper connecting column 2, and the second fastener 61 passes through the reinforcing column 6 and is connected to the threaded hole.

[0058] Specifically, referring to Figure 5 , the second fastener 61 is set as a screw or a screw rod with an external thread on the outer wall. An installation hole is provided in the reinforcing column 6, and the installation hole axially penetrates the reinforcing column 6 along the axis of the reinforcing column 6. The second fastener 61 passes through the installation hole and is threadedly connected to the threaded hole.

[0059] The reinforcing column 6 is connected to the upper connecting column 2 through the second fastener 61. Under the action of the reinforcing column 6, the connection stability between the upper connecting column 2 and the lower connecting column 3 is improved.

[0060] In an alternative solution of the embodiment of the present utility model, two groups of insertion blocks 21 and two groups of reinforcement columns 6 are provided at the first end of the upper connection column 2. The two groups of insertion blocks 21 are respectively located on both sides of the first perfusion groove, and the two groups of reinforcement columns 6 are respectively located on both sides of the first perfusion groove and on the side of the insertion block 21 away from the first perfusion groove; two groups of connection grooves 32 are provided at the first end of the lower connection column 3, and the two groups of connection grooves 32 are respectively located on both sides of the second perfusion groove 31; the insertion block 21 and the reinforcement column 6 on the same side of the first perfusion groove are inserted into the same group of connection grooves 32.

[0061] Specifically, in this embodiment, referring to Figure 3 and Figure 4 , each group of insertion blocks 21 includes one insertion block 21. Correspondingly, each group of connection grooves 32 includes one connection groove 32; of course, if the number of insertion blocks 21 in each group of insertion blocks 21 and the number of connection grooves 32 in each group of connection grooves 32 are set to other numbers, it should also be within the protection scope of the embodiment of the present utility model. Each group of reinforcement columns 6 includes four reinforcement columns 6, and the four reinforcement columns 6 are arranged at intervals along the axial direction of the perfusion hole. Of course, if the number of reinforcement columns 6 in each group of reinforcement columns 6 is set to other numbers, it should also be within the protection scope of the embodiment of the present utility model.

[0062] The provision of multiple insertion blocks 21, connection grooves 32 and reinforcement columns 6 enhances the connection stability between the upper connection column 2 and the lower connection column 3.

[0063] In an alternative solution of the embodiment of the present utility model, the precast pier interface structure further includes a plurality of baffles 4. The two ends of the baffle 4 are respectively used to connect with two pier columns 1; the plurality of baffles 4 are arranged adjacent to each other along the circumferential direction of the upper connection column 2 and surround the outer peripheries of the upper connection column 2 and the lower connection column 3 to enclose a perfusion space for covering the upper connection column 2 and the lower connection column 3; at least one baffle 4 is provided with a connection hole 41, and the connection hole 41 communicates with the perfusion space.

[0064] Specifically, referring to Figure 2 , the two ends of the baffle 4 are respectively clamped with the outer walls of the two pier columns 1, increasing the volume of the perfusion space and making the outer wall of the baffle 4 flush with the outer wall of the pier column 1, ensuring the integrity of the appearance and improving the overall aesthetic performance of use. Further, the pier column 1 is provided with a clamping groove 5, and the baffle 4 is provided with a clamping block, and the clamping block is clamped with the clamping groove 5.

[0065] The outer surface of pier column 1 is provided with a clamping groove 5. Both ends of the baffle 4 are fixedly connected with clamping blocks. The baffle 4 is installed on the outer surface of the pier column 1 through the clamping connection of the clamping blocks and the clamping groove 5, and is located on the outer circumference of the upper connecting column 2 and the lower connecting column 3; a plurality of baffles 4 enclose a cylindrical pouring space on the pier column 1. At this time, the upper connecting column 2 and the lower connecting column 3 are in the pouring space, and cement is poured into their interiors through the connecting holes 41. After the upper connecting column 2 and the lower connecting column 3 are connected, the exteriors of the upper connecting column 2 and the lower connecting column 3 are coated with cement, further improving the connection stability between the upper connecting column 2 and the lower connecting column 3.

[0066] The working principle of the precast pier interface structure is described in detail as follows:

[0067] When connecting the pier column 1, the upper connecting column 2 and the lower connecting column 3 are butted, so that the second pouring groove 31 on the lower connecting column 3 and the first pouring groove on the upper connecting column 2 form a circular pouring hole. At this time, cement is poured through the pouring hole, and the cement slurry flows into the connecting groove 32 through the pouring hole; when the lower connecting column 3 and the upper connecting column 2 are in contact, the inserting block 21 and the reinforcing column 6 are inserted into the connecting groove 32. When the cement enters the connecting groove 32, the cement will coat the inserting block 21 and the reinforcing column 6 and enter the through hole 22 of the inserting block 21, improving the connection stability between the inserting block 21 and the connecting groove 32; through the action of the reinforcing plate 63, the contact area between the reinforcing column 6 and the cement is increased, further improving the connection stability between the upper connecting column 2 and the lower connecting column 3. After the cement pouring is completed, the baffle 4 is connected through the clamping blocks on its surface and the clamping groove 5, so that the baffle 4 forms a pouring space between the pier columns 1 and wraps the upper connecting column 2 and the lower connecting column 3 inside. At this time, cement slurry is poured through the connecting hole 41, so that the cement coats the upper connecting column 2 and the lower connecting column 3, further improving the connection stability between the pier columns 1 and ensuring the aesthetics of the overall exterior.

[0068] The beneficial effects of the precast pier interface structure are described in detail as follows:

[0069] First, through the connection between the pier column 1 and the upper connecting column 2, the connection between the pier column 1 and the lower connecting column 3, the upper connecting column 2 and the lower connecting column 3 are assembled to form a pouring hole. Through the insertion connection of the inserting block 21 and the connecting groove 32, the reinforcing column 6 acts inside the connecting groove 32. Cement is poured through the pouring hole, so that the cement enters the connecting groove 32. Under the connection of the through hole 22 and the inserting block 21, the cement enters the through hole 22. After solidification, the connection stability of the inserting block 21 in the connecting groove 32 is improved. In the connection between the reinforcing column 6 and the inserting plate 62, through the connection of the reinforcing plate 63 and the clamping plate 64, the first fastener 65 is threadedly connected to the inserting plate 62 to realize the support of the installation position of the reinforcing plate 63 on the reinforcing column 6. Under the action of the reinforcing plate 63, the connection stability between the upper connecting column 2 and the lower connecting column 3 after cement pouring is improved, and thus the service performance of the assembled connection between the pier columns 1 is improved.

[0070] In a second aspect, by providing a clamping groove 5 on the pier column 1 and a clamping block on the baffle 4, and inserting and connecting the clamping block and the clamping groove 5, the baffle 4 is installed on the pier column 1 and its position is limited; under the action of the connecting hole 41, it is convenient to pour cement into the gap between the baffle 4 and the upper connecting column 2 or the lower connecting column 3, improving the stability of the connection and use between the pier columns 1, ensuring the integrity of the appearance, and improving the overall aesthetic performance of use.

[0071] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that they can still modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements on some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the embodiments of the present invention.

Claims

1. A precast pier interface structure, characterized in that, Comprising: An upper connecting column (2) and a lower connecting column (3); A first end of the upper connecting column (2) is provided with an inserting block (21) and a first perfusion groove. A side wall of the inserting block (21) is provided with a through hole (22), and the inserting block (21) and the first perfusion groove are arranged at intervals. A second end of the upper connecting column (2) is used for fixedly connecting with a pier column (1); A first end of the lower connecting column (3) is provided with a connecting groove (32) and a second perfusion groove (31). The connecting groove (32) and the second perfusion groove (31) are communicated. A second end of the lower connecting column (3) is used for fixedly connecting with another pier column (1); The first end of the upper connecting column (2) and the first end of the lower connecting column (3) are arranged oppositely. The inserting block (21) is inserted into the connecting groove (32). The first perfusion groove and the second perfusion groove (31) are arranged oppositely and communicated to form a perfusion hole. The perfusion hole, the connecting groove (32) and the through hole (22) are filled with an adhesive.

2. The precast pier interface structure according to claim 1, characterized in that, A reinforcing column (6) is installed at a first end of the upper connecting column (2). The reinforcing column (6) and the inserting block (21) are arranged at intervals and inserted into the connecting groove (32).

3. The precast pier interface structure according to claim 2, wherein A plurality of reinforcing plates (63) are installed on a side wall of the reinforcing column (6). The plurality of reinforcing plates (63) are arranged at intervals along an axial direction of the reinforcing column (6).

4. The precast pier interface structure according to claim 3, characterized in that, A distance between an outer wall of the reinforcing plate (63) and an outer wall of the reinforcing column (6) gradually increases from an end close to the lower connecting column (3) to an end close to the upper connecting column (2).

5. The precast pier interface structure according to claim 3, characterized in that, Two inserting plates (62) arranged at intervals along a radial direction of the reinforcing column (6) are installed on an outer wall of the reinforcing column (6). Clamping plates (64) are provided on both sides of the reinforcing plate (63); The clamping plate (64) is inserted into the inserting plate (62), and a first fastener (65) passes through the inserting plate (62) and abuts against or connects with the clamping plate (64).

6. The precast pier interface structure according to claim 2, characterized in that A threaded hole is provided at a first end of the upper connecting column (2). A second fastener (61) passes through the reinforcing column (6) and connects with the threaded hole.

7. The precast pier interface structure according to any one of claims 2-6, characterized in that, Two groups of the inserting blocks (21) and two groups of the reinforcing columns (6) are provided at a first end of the upper connecting column (2). The two groups of the inserting blocks (21) are respectively located on both sides of the first perfusion groove. The two groups of the reinforcing columns (6) are respectively located on both sides of the first perfusion groove and on a side of the inserting block (21) away from the first perfusion groove; Two groups of the connecting grooves (32) are provided at a first end of the lower connecting column (3). The two groups of the connecting grooves (32) are respectively located on both sides of the second perfusion groove (31); The inserting block (21) and the reinforcing column (6) located on the same side of the first perfusion groove are inserted into the same group of the connecting grooves (32).

8. The precast pier interface structure according to claim 1, characterized in that, The precast pier interface structure further includes a plurality of baffles (4). Two ends of the baffle (4) are respectively used for connecting with the two pier columns (1); A plurality of the baffles (4) are arranged adjacent to each other along the circumferential direction of the upper connecting column (2), and are all disposed around the outer circumferences of the upper connecting column (2) and the lower connecting column (3) to enclose a perfusion space for covering the upper connecting column (2) and the lower connecting column (3); At least one of the baffles (4) is provided with a connecting hole (41), and the connecting hole (41) communicates with the perfusion space.

9. The precast pier interface structure according to claim 8, characterized in that, Both ends of the baffle (4) are respectively clamped with the outer walls of the two pier columns (1).

10. The precast pier interface structure according to claim 9, characterized in that, The pier column (1) is provided with a clamping groove (5), the baffle (4) is provided with a clamping block, and the clamping block is clamped with the clamping groove (5).

Images