Support for construction of single stand column bent cap

Abstract

The utility model relates to the technical field of supports, in particular to a support for construction of an independent stand column cover beam, which comprises a main hoop and a transverse plate, an adjusting mechanism is mounted on the plate wall of the transverse plate, and the adjusting mechanism is formed by combining a concave plate A, a threaded rod, a rotating block A, an internal thread pipe, a concave plate B, a rotating block B and a connecting plate. A concave plate A is welded to the plate top of the transverse plate, a rotating block A is rotationally connected to a groove of the concave plate A, a threaded rod is welded to the block wall of the rotating block A, an internal thread pipe is connected to the rod wall of the threaded rod in a threaded mode, and a concave plate B is welded to the plate wall of the connecting plate. A groove of the concave plate B is movably connected with a rotating block B through an anchor bolt rod, the block wall of the rotating block B is connected with one end of an internal thread pipe in a welded mode, and the rotating block B is connected with an external bridge through a connecting plate to support the bridge.

Description

Technical Field

[0001] The utility model relates to the technical field of brackets, and particularly relates to a bracket for single - column capping beam construction. Background Technique

[0002] In the construction of highway, railway, and municipal road bridges, in order to optimize the lower building space or reduce the water resistance ratio of the river channel, etc., the construction of single - column capping beams is often encountered. A capping beam refers to a cross - beam set at the top of a row - frame pile pier to support, distribute, and transfer the load of the upper structure. This bracket is mainly used for the construction of single - column capping beams. The overhanging lengths at both ends of the capping beam are too large, and the construction is difficult in adverse terrains or in water. Compared with the processes such as setting up brackets or embedding and reserving in columns for single - column construction, this method will not affect the integrity and structural stability of the columns, and is simple in construction, low in cost, and high in safety. Therefore, we propose a bracket for single - column capping beam construction. Content of the Utility Model

[0003] Aiming at the problems in the prior art, the utility model provides a bracket for single - column capping beam construction.

[0004] The technical solution adopted by the utility model to solve its technical problems is a bracket for single - column capping beam construction, which includes a main hoop and a cross - plate. An adjusting mechanism is installed on the plate wall of the cross - plate. The adjusting mechanism is composed of a concave plate A, a threaded rod, a rotating block A, an internally - threaded pipe, a concave plate B, a rotating block B, and a connecting plate. The concave plate A is welded to the top of the cross - plate. The rotating block A is rotatably connected through the groove of the concave plate A. The threaded rod is welded to the wall of the rotating block A. The internally - threaded pipe is threadedly connected to the rod wall of the threaded rod. The concave plate B is welded to the plate wall of the connecting plate. The rotating block B is movably connected through an anchor bolt rod in the groove of the concave plate B. One end of the internally - threaded pipe is welded to the wall of the rotating block B.

[0005] By adopting the above - mentioned technical solution, when the bridge is supported, since the adjusting mechanism is installed on the plate wall of the cross - plate, and the adjusting mechanism is composed of a concave plate A, a threaded rod, a rotating block A, an internally - threaded pipe, a concave plate B, a rotating block B, and a connecting plate. Since the concave plate A is welded to the top of the cross - plate, and the rotating block A is rotatably connected through the groove of the concave plate A by an anchor bolt, personnel can rotate the threaded rod, so that the rotating block A rotates in the groove of the concave plate A. Since personnel rotate the internally - threaded pipe to rotate on the rod wall of the threaded rod, the position of the threaded rod in the internally - threaded pipe is adjusted. Since the concave plate B is welded to the bottom of the connecting plate, and the rotating block B is rotatably connected to the wall of the groove of the concave plate B through an anchor bolt rod, personnel can rotate the connecting plate, so that the rotating block B rotates in the groove of the concave plate, realizing the angle adjustment of the connecting plate. By connecting the connecting plate with the external bridge, the support of the bridge is realized.

[0006] Specifically, it further includes a connecting mechanism, and the connecting mechanism is installed on the outer wall of the main hoop.

[0007] By adopting the above technical solution, it is convenient to connect with the bridge pier through the connecting mechanism.

[0008] Specifically, the connecting mechanism is composed of a secondary hoop, a vertical plate, a connecting bolt and a threaded sleeve. Vertical plates are welded to both ends of the main hoop and both ends of the secondary hoop, the connecting bolt is inserted and connected between the vertical plates, and the threaded sleeve is threadedly connected to the outer wall of the connecting bolt.

[0009] By adopting the above technical solution, when connecting to the bridge pier, since the connecting mechanism is installed on the outer wall of the main hoop, and the connecting mechanism is composed of a secondary hoop, a vertical plate, a connecting bolt and a threaded sleeve, and vertical plates are welded to both ends of the main hoop and both ends of the secondary hoop. After passing the connecting bolt through the vertical plates and connecting the threaded sleeve with the connecting bolt, the main hoop and the secondary hoop are fixed at the bridge pier.

[0010] Specifically, a horizontal plate is welded to the top of the vertical plate.

[0011] By adopting the above technical solution, it is convenient to fix the horizontal plate.

[0012] Specifically, through holes for connecting with external bolts are provided in the wall of the connecting plate.

[0013] By adopting the above technical solution, it is convenient to connect with external bolts through the through holes.

[0014] The beneficial effects of the present utility model are as follows:

[0015] (1) For the support for the construction of a single independent column capping beam of the present utility model, when supporting the bridge, since an adjusting mechanism is installed on the wall of the horizontal plate, and the adjusting mechanism is composed of a concave plate A, a threaded rod, a rotating block A, an internally threaded pipe, a concave plate B, a rotating block B and a connecting plate. Since the concave plate A is welded to the top of the horizontal plate, and the rotating block A is rotatably connected to the groove of the concave plate A through an anchor bolt, thus when a person rotates the threaded rod, the rotating block A rotates in the groove of the concave plate A. Since the person rotates the internally threaded pipe on the rod wall of the threaded rod to adjust the position of the threaded rod in the internally threaded pipe, and since the connecting plate is welded to the bottom of the concave plate B, and the rotating block B is rotatably connected to the wall of the groove of the concave plate B through an anchor bolt rod, when the person rotates the connecting plate, the rotating block B rotates in the groove of the concave plate to realize the angle adjustment of the connecting plate. By connecting the connecting plate with the external bridge, the support for the bridge is realized.

[0016] (2) For the bracket for the construction of a single independent column capping beam described in the present utility model, when connecting to a bridge pier, since a connecting mechanism is installed on the outer wall of the main hoop, the connecting mechanism is composed of a secondary hoop, a vertical plate, a connecting bolt and a threaded sleeve. Since vertical plates are welded to both ends of the main hoop and both ends of the secondary hoop, after passing the connecting bolt through the vertical plate and connecting the threaded sleeve to the connecting bolt, the main hoop and the secondary hoop are fixed to the bridge pier. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The present utility model will be further described below in conjunction with the drawings and embodiments.

[0018] Figure 1 It is the main drawing of the present utility model;

[0019] Figure 2 It is the structural schematic diagram of the connecting mechanism of the present utility model;

[0020] In the figure: 1, main hoop; 2, connecting mechanism; 201, secondary hoop; 202, vertical plate; 203, connecting bolt; 204, threaded sleeve; 3, cross plate; 4, adjusting mechanism; 401, concave plate A; 402, threaded rod; 403, rotating block A; 404, internally threaded pipe; 405, concave plate B; 406, rotating block B; 407, connecting plate; 5, through hole. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0021] In order to make the technical means, creative features, achieved purposes and effects of the present utility model easy to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0022] As an embodiment of the present utility model, as Figure 1 , Figure 2 shown, a bracket for the construction of a single independent column capping beam described in the present utility model includes a main hoop 1 and a cross plate 3. An adjusting mechanism 4 is installed on the plate wall of the cross plate 3. The adjusting mechanism 4 is composed of a concave plate A 401, a threaded rod 402, a rotating block A 403, an internally threaded pipe 404, a concave plate B 405, a rotating block B 406 and a connecting plate 407. The concave plate A 401 is welded to the top of the cross plate 3. The rotating block A 403 is rotatably connected through the groove of the concave plate A 401. The threaded rod 402 is welded to the wall of the rotating block A 403. The internally threaded pipe 404 is threadedly connected to the rod wall of the threaded rod 402. The concave plate B 405 is welded to the wall of the connecting plate 407. The rotating block B 406 is movably connected through an anchor bolt rod in the groove of the concave plate B 405. One end of the internally threaded pipe 404 is welded to the wall of the rotating block B 406.

[0023] During use, since an adjusting mechanism 4 is installed at the plate wall of the horizontal plate 3, the adjusting mechanism 4 is composed of a concave plate A401, a threaded rod 402, a rotating block A403, an internal thread tube 404, a concave plate B405, a rotating block B406 and a connecting plate 407. Since the concave plate A401 is welded to the top of the horizontal plate 3, and since the rotating block A403 is rotatably connected to the groove of the concave plate A401 through an anchor bolt, thus when a person rotates the threaded rod 402, the rotating block A403 rotates in the groove of the concave plate A401. Since the person rotates the internal thread tube 404 to rotate on the rod wall of the threaded rod 402 to adjust the position of the threaded rod 402 inside the internal thread tube 404, and since the concave plate B405 is welded to the bottom of the connecting plate 407, and the groove of the concave plate B405 is rotatably connected to the block wall of the rotating block B406 through an anchor bolt rod, when the person rotates the connecting plate 407, the rotating block B406 rotates in the groove of the concave plate to realize the angle adjustment of the connecting plate 407. By connecting the connecting plate 407 to the external bridge, the support of the bridge is realized.

[0024] As Figure 1 shown, it further includes a connecting mechanism 2, and the connecting mechanism 2 is installed on the outer wall of the main hoop 1.

[0025] During use, it is convenient to connect with the bridge pier through the connecting mechanism 2.

[0026] As Figure 1 and Figure 2 shown, the connecting mechanism 2 is composed of a sub-hoop 201, a vertical plate 202, a connecting bolt 203 and a threaded sleeve 204. Vertical plates 202 are welded to both ends of the main hoop 1 and both ends of the sub-hoop 201. A connecting bolt 203 is inserted between the vertical plates 202, and a threaded sleeve 204 is threadedly connected to the outer wall of the connecting bolt 203.

[0027] During use, since the connecting mechanism 2 is installed on the outer wall of the main hoop 1 and the connecting mechanism 2 is composed of a sub-hoop 201, a vertical plate 202, a connecting bolt 203 and a threaded sleeve 204, and since vertical plates 202 are welded to both ends of the main hoop 1 and both ends of the sub-hoop 201, after the connecting bolt 203 passes through the vertical plates 202 and the threaded sleeve 204 is connected to the connecting bolt 203, the main hoop 1 and the sub-hoop 201 are fixed to the bridge pier.

[0028] As Figure 1 shown, a horizontal plate 3 is welded to the top of the vertical plate 202.

[0029] During use, it is convenient to fix the horizontal plate 3.

[0030] As Figure 1 shown, through holes 5 for connecting with external bolts are formed in the plate wall of the connecting plate 407.

[0031] During use, it is convenient to connect with external bolts through the through hole 5.

[0032] When the utility model is in use and supports a bridge, since an adjusting mechanism 4 is installed at the plate wall of the cross plate 3, the adjusting mechanism 4 is composed of a concave plate A401, a threaded rod 402, a rotating block A403, an internal thread tube 404, a concave plate B405, a rotating block B406 and a connecting plate 407. Since the concave plate A401 is welded to the top of the cross plate 3, and the rotating block A403 is rotatably connected to the groove of the concave plate A401 through an anchor bolt, a person rotates the threaded rod 402, so that the rotating block A403 rotates in the groove of the concave plate A401. Since the person rotates the internal thread tube 404 to rotate on the rod wall of the threaded rod 402 to adjust the position of the threaded rod 402 inside the internal thread tube 404, and since the concave plate B405 is welded to the bottom of the connecting plate 407, and the groove of the concave plate B405 is rotatably connected to the wall of the rotating block B406 through an anchor bolt rod, the person rotates the connecting plate 407 to make the rotating block B406 rotate in the groove of the concave plate to realize the angle adjustment of the connecting plate 407. The connecting plate 407 is connected to an external bridge to realize the support of the bridge. When connecting to a bridge pier, since a connecting mechanism 2 is installed on the outer wall of the main hoop 1, the connecting mechanism 2 is composed of a sub-hoop 201, a vertical plate 202, a connecting bolt 203 and a threaded sleeve 204. Since vertical plates 202 are welded to both ends of the main hoop 1 and both ends of the sub-hoop 201, after the connecting bolt 203 penetrates through the vertical plate 202 and the threaded sleeve 204 is connected to the connecting bolt 203, the main hoop 1 and the sub-hoop 201 are fixed to the bridge pier.

[0033] The above shows and describes the basic principles, main features and advantages of the utility model. Those skilled in the art of this industry should understand that the utility model is not limited by the above embodiments. The above embodiments and the descriptions in the specification only illustrate the principles of the utility model. Without departing from the spirit and scope of the utility model, the utility model will have various changes and improvements, and these changes and improvements all fall within the scope of protection required by the utility model. The scope of protection required by the utility model is defined by the appended claims and their equivalents.

Claims

1. A support for the construction of a single independent column capping beam, characterized in that: It includes a main hoop (1) and a transverse plate (3). An adjusting mechanism (4) is installed on the wall of the transverse plate (3). The adjusting mechanism (4) is composed of a concave plate A (401), a threaded rod (402), a rotating block A (403), an internally threaded pipe (404), a concave plate B (405), a rotating block B (406) and a connecting plate (407). A concave plate A (401) is welded to the top of the transverse plate (3). A rotating block A (403) is rotatably connected through the groove of the concave plate A (401). A threaded rod (402) is welded to the wall of the rotating block A (403). An internally threaded pipe (404) is threadedly connected to the wall of the threaded rod (402). A concave plate B (405) is welded to the wall of the connecting plate (407). A rotating block B (406) is movably connected through an anchor bolt rod in the groove of the concave plate B (405). One end of the internally threaded pipe (404) is welded to the wall of the rotating block B (406).

2. The support for the construction of a single independent column capping beam according to claim 1, characterized in that: It further includes a connecting mechanism (2). The connecting mechanism (2) is installed on the outer wall of the main hoop (1).

3. The support for the construction of a single independent column capping beam according to claim 2, characterized in that: The connecting mechanism (2) is composed of a secondary hoop (201), a vertical plate (202), a connecting bolt (203) and a threaded sleeve (204). Vertical plates (202) are welded to both ends of the main hoop (1) and both ends of the secondary hoop (201). A connecting bolt (203) is inserted and connected between the vertical plates (202). A threaded sleeve (204) is threadedly connected to the outer wall of the connecting bolt (203).

4. The support for the construction of a single independent column capping beam according to claim 3, characterized in that: A transverse plate (3) is welded to the top of the vertical plate (202).

5. The support for the construction of a single independent column capping beam according to claim 1, wherein: A through hole (5) for connecting with an external bolt is formed in the wall of the connecting plate (407).

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