Cover beam support

Abstract

The utility model relates to the technical field of constructional engineering, in particular to a bent cap support. The bent cap support comprises a bracket fixedly arranged on a pier column; the cross beams are horizontally arranged in parallel at intervals and are respectively arranged on the upper end surface of the bracket; the vertical beams are arranged in parallel at intervals, and one ends of the vertical beams are fixedly connected with the cross beams respectively; one end of the diagonal draw bar is connected with the cross beam, and the other end of the diagonal draw bar is fixedly connected with the vertical beam. A bracket is arranged on a pier column, a cross beam is fixedly arranged on the bracket, a pouring formwork is laid on the cross beam, one end of a vertical beam is fixedly connected with the cross beam, and the vertical beam is connected with the cross beam through a diagonal draw bar, so that tensile force is provided for the cross beam, and it is guaranteed that the cross beam cannot be bent or deformed when subjected to concrete pressure. The problem of occupying land except for the expropriate land can be avoided, and the construction cost is reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, and particularly relates to a bent cap support. Background Art

[0002] During the bridge construction process, it is necessary to pour the bent cap on site, so it is necessary to set up a support for formwork. Since the bent cap has a cantilever, it is necessary to support the formwork at the cantilever. In the prior art, a large number of support rods are usually used to support the cantilever. One end of the support rod is inserted into the ground, and the erection of the support rod often occupies the land outside the construction land, such as cultivated land or roads, etc., resulting in the problems of increased land acquisition area and increased cost. Content of the Utility Model

[0003] Therefore, the technical problem to be solved by the utility model is that the erection of the support rod often occupies the land outside the construction land, resulting in the defects of increased land acquisition area and increased cost, so as to provide a bent cap support.

[0004] To solve the above problems, the utility model provides a bent cap support, including:

[0005] A bracket, fixedly arranged on the pier column;

[0006] A pair of horizontally parallel and spaced cross beams, and the pair of cross beams are respectively arranged on the upper end surface of the bracket;

[0007] At least a pair of parallel and spaced vertical beams, and one end of the pair of vertical beams are respectively fixedly connected with the pair of cross beams;

[0008] An inclined pull rod, one end of the inclined pull rod is connected with the cross beam, and the other end of the inclined pull rod is fixedly connected with the vertical beam.

[0009] Further, the inclined pull rod includes a first pull rod and a second pull rod. The two ends of the first pull rod and the second pull rod are respectively fixedly connected with the cross beam and the vertical beam, and the included angle between the first pull rod and the cross beam is smaller than the included angle between the second pull rod and the cross beam.

[0010] Further, the first pull rod includes a first rod section and a second rod section. One end of the first rod section is fixedly connected with the cross beam, the other end of the first rod section is connected with one end of the second rod section through a turnbuckle, and the other end of the second rod section is fixedly connected with the vertical beam;

[0011] The second pull rod includes a third rod section and a fourth rod section. One end of the third rod section is fixedly connected with the cross beam, the other end of the third rod section is connected with one end of the fourth rod section through a turnbuckle, and the other end of the fourth rod section is fixedly connected with the vertical beam.

[0012] Furthermore, a sand box is provided on the upper end surface of the bracket. A pair of oppositely arranged limiting steel plates are provided on the end surface of the sand box close to the bracket and the end surface close to the cross beam. The two pairs of limiting steel plates are arranged staggeredly. The sand box is clamped to the bracket and the cross beam respectively through the limiting steel plates.

[0013] Furthermore, the sand box includes an upper box body and a lower box body. The lower box body has an opening. Fine sand is filled in the lower box body. The upper box body is movably arranged in the lower box body through the opening. The peripheral surface of the bottom plate of the upper box body is slidably connected to the inner wall of the lower box body. A pair of limiting steel plates are respectively arranged on the top plate of the upper box body and the bottom plate of the lower box body. The lower box body is clamped to the bracket through a pair of limiting steel plates. The upper box body is clamped to the cross beam through a pair of limiting steel plates. A sand discharge hole is formed in the side wall of the lower box body.

[0014] Furthermore, a first cushion block and a third cushion block are provided on the cross beam, and a first cushion block and a second cushion block are provided on the vertical beam. The first cushion block is close to the ends of the cross beam and the vertical beam. The third cushion block is located on one side of the first cushion block away from the end of the cross beam. The second cushion block is located on one side of the first cushion block away from the end of the vertical beam. The two ends of the first tie rod are respectively fixedly connected to the first cushion block. The two ends of the second through tie rod are respectively fixedly connected to the second cushion block and the third cushion block.

[0015] Furthermore, the bracket includes a pair of cross braces and a pair of diagonal braces. The pair of cross braces are respectively arranged on both sides of the pier column. The tie bolts penetrate through the pier column and are respectively fixedly connected to the pair of cross braces;

[0016] The pair of diagonal braces are respectively arranged on both sides of the pier column and are located below the pair of cross braces. One end of the diagonal brace is fixedly connected to the cross brace, and the other end of the diagonal brace abuts against the peripheral surface of the pier column. The tie bolts penetrate through the pier column and are respectively fixedly connected to the pair of diagonal braces.

[0017] Furthermore, a connecting plate is provided at the connection between the cross beam and the vertical beam. One end of the vertical beam connected to the cross beam is provided with a connecting plate. The two connecting plates are attached to each other, and the two connecting plates are fixedly connected by bolts to fixedly connect the vertical beam and the cross beam.

[0018] Furthermore, it further includes:

[0019] A plurality of stiffening steel plates are arranged at intervals along the circumferential side of the vertical beam. The stiffening steel plates are respectively fixedly connected to the vertical beam and the connecting plate.

[0020] Further, a plurality of distribution beams are arranged between a pair of the cross beams, and two ends of each distribution beam are respectively lapped with the pair of cross beams.

[0021] The utility model has the following advantages:

[0022] The utility model discloses a bent cap support. By arranging brackets on pier columns, fixedly arranging cross beams on the brackets, laying casting forms on the cross beams, fixedly connecting one end of a vertical beam with the cross beam, and connecting the vertical beam with the cross beam through inclined stay bars, so as to provide tensile force for the cross beam and ensure that the cross beam will not be bent and deformed when receiving concrete pressure. By adopting the bent cap support of the application, the problem of occupying land other than the expropriated land can be avoided, and the construction cost is reduced. Brief Description of the Drawings

[0023] In order to more clearly illustrate the specific embodiments of the 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 utility model. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.

[0024] Figure 1 It is the front view of the bent cap support in the embodiment of the utility model;

[0025] Figure 2 It is the side view of the bent cap support in the embodiment of the utility model;

[0026] Figure 3 It is the sectional view of the sand box in the embodiment of the utility model;

[0027] Figure 4 It is the schematic diagram of the first cushion block in the embodiment of the utility model;

[0028] Figure 5 It is the schematic diagram of the second cushion block in the embodiment of the utility model;

[0029] Figure 6 It is the schematic diagram of the third cushion block in the embodiment of the utility model;

[0030] Figure 7 It is the schematic diagram of the connection part between the vertical beam and the cross beam in the embodiment of the utility model;

[0031] Figure 8 It is the schematic diagram of the bracket in the embodiment of the utility model;

[0032] Explanation of the Reference Numerals in the Drawings:

[0033] 1. Bracket; 101. Horizontal brace beam; 102. Inclined brace beam; 103. Tie bolt; 2. Pier column; 3. Cross beam; 4. Vertical beam; 5. First tie rod; 501. First rod section; 502. Second rod section; 6. Second tie rod; 601. Third rod section; 602. Fourth rod section; 7. Turnbuckle; 8. Sand box; 801. Upper box body; 802. Lower box body; 803. Fine sand; 804. Sand discharge hole; 9. Limit steel plate; 10. First cushion block; 11. Second cushion block; 12. Third cushion block; 13. Connecting plate; 14. Stiffening steel plate; 15. Distribution beam. Detailed implementation manners

[0034] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are some but not all of the 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 creative efforts shall fall within the protection scope of the present utility model.

[0035] 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", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, and 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 should not be construed as a limitation to the present utility model. In addition, the terms "first", "second", "third" are only used for descriptive purposes and cannot be construed as indicating or implying relative importance.

[0036] In the description of the present utility model, it should be noted that unless otherwise clearly specified and defined, the terms "installation", "connection", "connection" 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 directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific situations.

[0037] In addition, the technical features involved in different embodiments of the present utility model described below can be combined with each other as long as they do not conflict with each other.

[0038] Such as Figures 1 to 8As shown in the figure, this embodiment discloses a bent cap support, which includes: a bracket 1, a pair of horizontally parallel and spaced cross beams 3, at least a pair of parallel and spaced vertical beams 4, and diagonal bracing rods. The bracket 1 is fixedly arranged on the pier 2. The pair of cross beams 3 are respectively arranged on the upper end surface of the bracket 1. One end of each of the pair of vertical beams 4 is fixedly connected to the pair of cross beams 3 respectively. One end of the diagonal bracing rod is connected to the cross beam 3, and the other end of the diagonal bracing rod is fixedly connected to the vertical beam 4.

[0039] Specifically, as Figure 1 shown, in this embodiment, there are two piers 2, and a bracket 1 is arranged on each pier 2. A pair of horizontally parallel and spaced cross beams 3 are respectively fixedly arranged on the brackets 1. The brackets 1 can support the cross beams 3. In this embodiment, there are two pairs of vertical beams 4. The two pairs of vertical beams 4 are parallel and spaced from each other. Each pair of vertical beams 4 is fixedly connected to the two cross beams 3 respectively. One end of the vertical beam 4 is fixedly connected to the upper end surface of the cross beam 3. One end of the diagonal bracing rod is connected to the cross beam 3, and the other end of the diagonal bracing rod is connected to the vertical beam 4 and the cross beam 3. The vertical beam 4 provides tensile force for the cross beam 3 through the diagonal bracing rod to ensure that the cross beam 3 will not bend and deform under the concrete pressure. Preferably, in this embodiment, both the cross beam 3 and the vertical beam 4 are double-spliced I-beams. The ends of adjacent vertical beams 4 away from the cross beam 3 are fixedly connected by a connecting beam, thereby improving the stability of the overall structure.

[0040] Furthermore, the diagonal bracing rod includes a first bracing rod 5 and a second bracing rod 6. The two ends of the first bracing rod 5 and the second bracing rod 6 are respectively fixedly connected to the cross beam 3 and the vertical beam 4. The included angle between the first bracing rod 5 and the cross beam 3 is smaller than the included angle between the second bracing rod 6 and the cross beam 3.

[0041] Specifically, as Figure 1 shown, in this embodiment, each vertical beam 4 is fixedly connected to the cross beam 3 through a first bracing rod 5 and two second bracing rods 6. The end of the first bracing rod 5 fixedly connected to the cross beam 3 is close to the end of the cross beam 3. The end of the first bracing rod 5 fixedly connected to the vertical beam 4 is higher than the end of the second bracing rod 6 fixedly connected to the vertical beam 4. The two second bracing rods 6 are respectively arranged on the left and right sides of the vertical beam 4. The first bracing rod 5, the cross beam 3 and the vertical beam 4 form a triangular structure, and the second bracing rod 6 also forms a triangular structure with the cross beam 3 and the vertical beam 4 to improve the stability of the overall structure. The included angle between the first bracing rod 5 and the cross beam 3 is smaller than the included angle between the second bracing rod 6 and the cross beam 3.

[0042] Preferably, in this embodiment, the included angle between the first bracing rod 5 and the cross beam 3 is 45°, and the included angle between the second bracing rod 6 and the cross beam 3 is 60°.

[0043] Further, the first tie rod 5 includes a first rod section 501 and a second rod section 502. One end of the first rod section 501 is fixedly connected to the cross beam 3, the other end of the first rod section 501 is connected to one end of the second rod section 502 through a turnbuckle 7, and the other end of the second rod section 502 is fixedly connected to the vertical beam 4. The second tie rod 6 includes a third rod section 601 and a fourth rod section 602. One end of the third rod section 601 is fixedly connected to the cross beam 3, the other end of the third rod section 601 is connected to one end of the fourth rod section 602 through a turnbuckle 7, and the other end of the fourth rod section 602 is fixedly connected to the vertical beam 4.

[0044] Specifically, as Figure 1 shown, the casting formwork is laid on the cross beam 3. When casting the bridge, concrete enters the formwork, and the concrete exerts pressure on the cross beam 3. The two ends of the cross beam 3 are prone to bending deformation. At this time, adjustment can be made through the turnbuckle 7, so as to increase the tensile force on the cross beam 3, keep the cross beam 3 horizontally parallel, and prevent the cross beam 3 from bending deformation.

[0045] Further, a sand box 8 is arranged on the upper end surface of the bracket 1. A pair of oppositely arranged limit steel plates 9 are arranged on the end surface of the sand box 8 close to the bracket 1 and the end surface close to the cross beam 3. The two pairs of limit steel plates 9 are arranged staggeredly, and the sand box 8 is clamped to the bracket 1 and the cross beam 3 respectively through the limit steel plates 9.

[0046] Specifically, there is a sand box 8 between the bracket 1 and the cross beam 3. A pair of oppositely arranged limit steel plates 9 are arranged on the upper and lower end surfaces of the sand box 8. A pair of limit steel plates 9 are respectively arranged on the opposite sides of the end surface of the sand box 8. A groove is formed between the pair of limit steel plates 9. The two pairs of limit steel plates 9 on the upper and lower end surfaces of the sand box 8 are arranged staggeredly. The lower end of the sand box 8 is clamped on the bracket 1 through a pair of limit steel plates 9, and the cross beam 3 is clamped to the pair of limit steel plates 9 on the upper end of the sand box 8.

[0047] Further, the sand box 8 includes an upper box body 801 and a lower box body 802. The lower box body 802 has an opening. Fine sand 803 is filled in the lower box body 802. The upper box body 801 is movably arranged in the lower box body 802 through the opening. The peripheral surface of the bottom plate of the upper box body 801 is slidably connected to the inner wall of the lower box body 802. A pair of limit steel plates 9 are respectively arranged on the top plate of the upper box body 801 and the bottom plate of the lower box body 802. The lower box body 802 is clamped to the bracket 1 through a pair of limit steel plates 9, and the upper box body 801 is clamped to the cross beam 3 through a pair of limit steel plates 9. A sand discharge hole 804 is formed in the side wall of the lower box body 802.

[0048] Specifically, as Figure 2 and Figure 3As shown, the lower box body 802 has an opening, and the upper box body 801 is movably arranged in the lower box body 802 through the opening. Fine sand 803 is filled in the lower box body 802. The height of the upper box body 801 can be adjusted by increasing or decreasing the fine sand 803. The peripheral surface of the bottom plate of the upper box body 801 is slidably connected to the inner wall of the lower box body 802. The lower box body 802 is clamped to the bracket 1 through a pair of limit steel plates 9, and the upper box body 801 is clamped to the cross beam 3 through a pair of limit steel plates 9. A sand discharge hole 804 is formed in the side wall of the lower box body 802, and the sand discharge hole 804 is provided with a plugging member. The fine sand 803 in the lower box body 802 can be discharged from the lower box body 802 through the sand discharge hole 804. When the support needs to be disassembled after pouring is completed, the plugging member can be opened to discharge sand through the sand discharge hole 804. The upper box body 801 lacks the support of the fine sand 803, so it slides into the lower box body 802 and releases the clamping connection with the cross beam 3, which is convenient for removing the sand box 8.

[0049] Further, the cross beam 3 is provided with a first cushion block 10 and a third cushion block 12, and the vertical beam 4 is provided with a first cushion block 10 and a second cushion block 11. The first cushion block 10 is close to the ends of the cross beam 3 and the vertical beam 4. The third cushion block 12 is located on one side of the first cushion block 10 away from the end of the cross beam 3, and the second cushion block 11 is located on one side of the first cushion block 10 away from the end of the vertical beam 4. The two ends of the first tie rod 5 are respectively fixedly connected to the first cushion block 10, and the two ends of the second through tie rod are respectively fixedly connected to the second cushion block 11 and the third cushion block 12.

[0050] Specifically, as Figures 4 to 6 shown, the first cushion block 10, the second cushion block 11 and the third cushion block 12 all have connection holes, and the connection holes are inclined holes. One end of the first rod section 501 is fixedly connected to the first cushion block 10 on the cross beam 3 through the connection hole. The first rod section 501 forms a 45° angle with the cross beam 3 by connecting with the first cushion block 10. One end of the second rod section 502 is fixedly connected to the first cushion block 10 on the vertical beam 4 through the connection hole. One end of the third rod section 601 is fixedly connected to the second cushion block 11 on the cross beam 3 through the connection hole. The third rod section 601 forms a 60° angle with the cross beam 3 by connecting with the second cushion block 11. One end of the fourth rod section 602 is fixedly connected to the third cushion block 12 on the vertical beam 4 through the connection hole.

[0051] Further, the bracket 1 includes a pair of cross support beams 101 and a pair of diagonal support beams 102. The pair of cross support beams 101 are respectively arranged on both sides of the pier column 2, and the tie bolts 103 penetrate through the pier column 2 and are respectively fixedly connected to the pair of cross support beams 101. The pair of diagonal support beams 102 are respectively arranged on both sides of the pier column 2 and are located below the pair of cross supports. One end of the diagonal support beam 102 is fixedly connected to the cross support beam 101, and the other end of the diagonal support beam 102 abuts against the peripheral surface of the pier column 2. The tie bolts 103 penetrate through the pier column 2 and are respectively fixedly connected to the pair of diagonal support beams 102.

[0052] Specifically, as Figure 8As shown in the figure, a pair of cross bracing beams 101 are respectively arranged on both sides of the pier column 2. The tie bolts 103 penetrate through the pier column 2 and are fixedly connected to the pair of cross bracing beams 101 respectively. One end of the diagonal bracing beam 102 is fixedly connected to the cross bracing beam 101, and the other end of the diagonal bracing beam 102 abuts against the circumferential surface of the pier column 2. The tie bolts 103 penetrate through the pier column 2 and are fixedly connected to the lower ends of the pair of diagonal bracing beams 102 respectively. The lower box body 802 is clamped to the cross bracing beam 101. Preferably, in this embodiment, both the cross bracing beam 101 and the diagonal bracing beam 102 are double-rolled I-beams.

[0053] Furthermore, as Figure 7 shown in the figure, a connecting plate 13 is arranged at the connection between the cross beam 3 and the vertical beam 4. One end of the vertical beam 4 connected to the cross beam 3 is provided with a connecting plate 13. The two connecting plates 13 are mutually attached, and the bolt is used to fixedly connect the two connecting plates 13 to fixedly connect the vertical beam 4 and the cross beam 3.

[0054] Furthermore, as Figure 7 shown in the figure, it further includes: a plurality of stiffening plates 14. The plurality of stiffening plates 14 are arranged at intervals along the circumferential side of the vertical beam 4, and the stiffening plates 14 are respectively fixedly connected to the vertical beam 4 and the connecting plate 13.

[0055] Preferably, in this embodiment, there are four stiffening plates 14, and the four stiffening plates 14 are evenly arranged at intervals along the circumferential side of the vertical beam 4. In other alternative embodiments, there may be three or five or other numbers of stiffening plates 14.

[0056] Furthermore, as Figure 1 shown in the figure, a plurality of distribution beams 15 are arranged between the cross beams 3, and both ends of the distribution beam 15 are respectively lapped with a pair of cross beams 3. Preferably, in this embodiment, the distribution beam 15 is a double-rolled I-beam.

[0057] Obviously, the above embodiments are merely examples given for clear illustration and are not limitations on the implementation manners. For those of ordinary skill in the art, other different forms of changes or alterations can be made based on the above description. It is not necessary and impossible to list all the implementation manners here. And the obvious changes or alterations derived therefrom are still within the protection scope of the present invention.

Claims

1. A bent cap support, characterized in that, Comprising: A bracket (1), fixedly arranged on a pier column (2); A pair of horizontally parallel and spaced cross beams (3), the pair of cross beams (3) are respectively arranged on the upper end face of the bracket (1); At least a pair of parallel and spaced vertical beams (4), one end of the pair of vertical beams (4) is fixedly connected to one of the pair of cross beams (3) respectively; An inclined tie rod, one end of the inclined tie rod is connected to the cross beam (3), and the other end of the inclined tie rod is fixedly connected to the vertical beam (4).

2. The bent cap support according to claim 1, wherein: The inclined tie rod comprises a first tie rod (5) and a second tie rod (6), both ends of the first tie rod (5) and the second tie rod (6) are fixedly connected to the cross beam (3) and the vertical beam (4) respectively, and the included angle between the first tie rod (5) and the cross beam (3) is smaller than the included angle between the second tie rod (6) and the cross beam (3).

3. The bent cap support according to claim 2, wherein: The first tie rod (5) comprises a first rod section (501) and a second rod section (502), one end of the first rod section (501) is fixedly connected to the cross beam (3), the other end of the first rod section (501) is connected to one end of the second rod section (502) through a turnbuckle (7), and the other end of the second rod section (502) is fixedly connected to the vertical beam (4); The second tie rod (6) comprises a third rod section (601) and a fourth rod section (602), one end of the third rod section (601) is fixedly connected to the cross beam (3), the other end of the third rod section (601) is connected to one end of the fourth rod section (602) through a turnbuckle (7), and the other end of the fourth rod section (602) is fixedly connected to the vertical beam (4).

4. The bent cap support according to claim 1, wherein: A sand box (8) is arranged on the upper end face of the bracket (1), a pair of oppositely arranged limiting steel plates (9) are arranged on the end face of the sand box (8) close to the bracket (1) and the end face close to the cross beam (3), the two pairs of limiting steel plates (9) are arranged staggeredly, and the sand box (8) is clamped to the bracket (1) and the cross beam (3) respectively through the limiting steel plates (9).

5. The bent cap support according to claim 4, wherein: The sandbox (8) includes an upper box body (801) and a lower box body (802). The lower box body (802) has an opening, and fine sand (803) is filled in the lower box body (802). The upper box body (801) is movably arranged in the lower box body (802) through the opening. The peripheral surface of the bottom plate of the upper box body (801) is slidably connected to the inner wall of the lower box body (802). A pair of limiting steel plates (9) are respectively arranged on the top plate of the upper box body (801) and the bottom plate of the lower box body (802). The lower box body (802) is clamped to the bracket (1) through the pair of limiting steel plates (9), and the upper box body (801) is clamped to the cross beam (3) through the pair of limiting steel plates (9). A sand discharge hole (804) is formed in the side wall of the lower box body (802).

6. The capping beam support according to claim 2 or 3, characterized in that: The cross beam (3) is provided with a first cushion block (10) and a third cushion block (12). The vertical beam (4) is provided with a first cushion block (10) and a second cushion block (11). The first cushion block (10) is close to the ends of the cross beam (3) and the vertical beam (4). The third cushion block (12) is located on one side of the first cushion block (10) away from the end of the cross beam (3). The second cushion block (11) is located on one side of the first cushion block (10) away from the end of the vertical beam (4). Both ends of the first tie rod (5) are fixedly connected to the first cushion block (10) respectively. Both ends of the second tie rod (6) are fixedly connected to the second cushion block (11) and the third cushion block (12) respectively.

7. The capping beam support according to claim 1, characterized in that: The bracket (1) includes a pair of cross bracing beams (101) and a pair of diagonal bracing beams (102). The pair of cross bracing beams (101) are respectively arranged on both sides of the pier column (2). The tension bolts (103) penetrate through the pier column (2) and are fixedly connected to the pair of cross bracing beams (101) respectively; The pair of diagonal bracing beams (102) are respectively arranged on both sides of the pier column (2) and are located below the pair of cross bracings. One end of the diagonal bracing beam (102) is fixedly connected to the cross bracing beam (101), and the other end of the diagonal bracing beam (102) abuts against the peripheral surface of the pier column (2). The tension bolts (103) penetrate through the pier column (2) and are fixedly connected to the pair of diagonal bracing beams (102) respectively.

8. The capping beam support according to claim 1, characterized in that: A connecting plate (13) is arranged at the connection part of the cross beam (3) and the vertical beam (4). One end of the vertical beam (4) connected to the cross beam (3) is provided with a connecting plate (13). The two connecting plates (13) are mutually attached, and the two connecting plates (13) are fixedly connected by bolts to fixedly connect the vertical beam (4) and the cross beam (3).

9. The bent cap support according to claim 8, wherein It further includes: A plurality of stiffening steel plates (14), and the plurality of stiffening steel plates (14) are arranged at intervals along the peripheral side of the vertical beam (4). The stiffening steel plates (14) are respectively fixedly connected to the vertical beam (4) and the connecting plate (13).

10. The bent cap support according to any one of claims 1, 2, 3, 4, 5, 7, 8, and 9, characterized in that a plurality of distribution beams (15) are arranged between a pair of the cross beams (3), and two ends of each distribution beam (15) are respectively lapped with a pair of the cross beams (3).

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