A cast-in-place structure column pre-burying support bracket pre-burying component structure

Abstract

The utility model provides a cast -in -place structure column pre -buried support bracket's pre -buried subassembly structure relates to pre -buried subassembly structure technical field. Including structure column and bracket support block, the inside of structure column is provided with pre -buried subassembly structure, pre -buried subassembly structure includes embedded part board, the inner wall of embedded part board is installed with high -strength bolt, one end of high -strength bolt is fixedly connected with the climbing cone, through setting pre -buried subassembly structure, under the action of high -strength bolt and embedded part board etc. structure, can pour fixedly with structure column in advance, and then cooperate the fixing of climbing cone and exposed force bolt, make force bolt can be fixed with bracket support block, through the pre -buried subassembly of bracket support block of advance in specific height pre -buried, can provide the stable connection base for the installation of subsequent bracket support block, and the adhesion of embedded part and wall body is higher, and then can avoid the problem of loose separation.

Description

Technical Field

[0001] This utility model relates to the field of embedded component structure technology, and in particular to an embedded component structure for a pre-embedded support bracket of a cast-in-place structural column. Background Technology

[0002] Structural columns are usually used in conjunction with supporting bracket structures. The supporting bracket structure and the structural column are usually directly fixed by drilling holes using bolts or other structures, thus connecting and installing the supporting bracket structure and the structural column.

[0003] In practical applications, the connection methods between existing structural columns and supporting brackets are relatively sound and can meet basic usage requirements, but the following issues still exist:

[0004] In actual use, the method of fixing the structure by drilling holes and using bolts makes the fixation between the bolts and the supporting bracket structure unstable. It is easy for the support bracket structure to shake and detach later, which will lead to the separation of the supporting bracket structure from the bolts and the structural column, which is very inconvenient.

[0005] Therefore, this utility model provides a pre-embedded component structure for pre-embedded support brackets of cast-in-place structural columns. Utility Model Content

[0006] The purpose of this invention is to overcome the shortcomings of the existing technology and provide a pre-embedded component structure for pre-embedded support brackets of cast-in-place structural columns.

[0007] To achieve the above objectives, the present invention adopts the following technical solution: a pre-embedded component structure for pre-embedded support brackets of cast-in-place structural columns, comprising a structural column and a bracket support block. The pre-embedded component structure is provided inside the structural column. The pre-embedded component structure includes an embedded plate. A high-strength bolt is installed on the inner wall of the embedded plate. One end of the high-strength bolt is fixedly connected to a climbing cone. A load-bearing bolt is installed on the inner wall of the climbing cone. A detachable support structure is provided between the structural column and the bracket support block. The detachable support structure includes a connecting block. A connecting rod is fixedly connected to the inner wall of the connecting block. A support plate is fixedly connected to the top end of the connecting rod.

[0008] In a preferred embodiment, the structural column has a pre-embedded hole inside, a plate groove hole is provided on one side of the pre-embedded hole, the high-strength bolt is set on the inner wall of the pre-embedded hole, the embedded plate is set inside the plate groove hole, an auxiliary groove hole is provided on one side of the plate groove hole, one end of the high-strength bolt is set inside the auxiliary groove hole, a conical groove is provided on the other side of the pre-embedded hole, a climbing cone is set inside the conical groove, a round insertion hole is provided on one side of the corbel support block, and one end of the load-bearing bolt is inserted into the inner wall of the round insertion hole.

[0009] The technical effect of adopting the above-mentioned further solution is that the pre-embedded holes, plate groove holes, auxiliary groove holes and conical grooves are all high-strength bolts, embedded plates and climbing cones formed by casting, and are not chiseled by external tools, but formed during the casting process. Components such as round insertion holes can be fixed in conjunction with components such as load-bearing bolts.

[0010] In a preferred embodiment, one end of the high-strength bolt is threaded with a first fixing nut, and one end of the stressed bolt is threaded with a second fixing nut.

[0011] The technical effect of adopting the above-mentioned further solution is that, under the action of components such as the first fixing nut and the second fixing nut, they can be fixed in conjunction with high-strength bolts and load-bearing bolts respectively.

[0012] In a preferred embodiment, a second insertion hole is provided on one side of the corbel support block, and a first insertion hole is provided on one side of the structural column. A support rod is inserted into the inner wall of the first and second insertion holes. One end of the support rod is fixedly connected to the connecting block. A rectangular auxiliary block is fixedly connected to the bottom end of the connecting rod. A threaded locking rod is threadedly inserted into the inner wall of the rectangular auxiliary block. A threaded locking hole is provided on one side of the structural column.

[0013] The technical effect of adopting the above-mentioned further solution is that, under the action of the first and second insertion holes, the connecting block can be inserted and fixed to the structural column and the bracket support block in conjunction with the support rod, and then the connecting rod and the structural column can be fixed under the action of the threaded clamp rod and the threaded clamp hole.

[0014] Compared with the prior art, the advantages and positive effects of this utility model are as follows:

[0015] By setting up a pre-embedded component structure, under the action of high-strength bolts and embedded plates, it can be pre-cast and fixed to the structural column, and then fixed with the climbing cone and exposed load-bearing bolts, so that the load-bearing bolts can be fixed to the corbel support block. By pre-embedding the corbel support block at a specific height, a more stable connection foundation can be provided for the subsequent installation of the corbel support block, and the pre-embedded parts have a high degree of fit with the wall, thus avoiding the problem of loosening and detachment. By setting up a disassembly and assembly support structure, under the action of threaded clamps and threaded clamps, the support rod can be inserted into the first and second insertion holes, and then it can be used with the support plate and corbel support block for auxiliary support and fixation. Attached Figure Description

[0016] Figure 1 A schematic diagram of the embedded component structure of a pre-embedded support bracket for a cast-in-place structural column provided by this utility model;

[0017] Figure 2A cross-sectional view of the embedded component structure of the pre-embedded support bracket for a cast-in-place structural column provided by this utility model;

[0018] Figure 3 A schematic diagram of the structure of the pre-embedded component structure of the pre-embedded support bracket of the cast-in-place structural column provided by this utility model;

[0019] Figure 4 A schematic diagram of the high-strength bolt structure of the embedded component structure of the pre-embedded support bracket of the cast-in-place structural column provided by this utility model;

[0020] Figure 5 This utility model provides a schematic diagram of the connecting rod structure of the pre-embedded component structure for the pre-embedded support bracket of a cast-in-place structural column.

[0021] Legend:

[0022] 1. Structural columns;

[0023] 2. Embedded component structure; 21. Embedded hole; 22. Plate groove hole; 23. Auxiliary groove hole; 24. Conical groove; 25. Embedded plate; 26. High-strength bolt; 27. First fixing nut; 28. Climbing cone; 29. ​​Load-bearing bolt; 210. Second fixing nut; 211. Circular insertion hole;

[0024] 3. Bracket support block;

[0025] 4. Disassembly and assembly of support structure; 41. First insertion hole; 42. Threaded locking hole; 43. Second insertion hole; 44. Support rod; 45. Connecting block; 46. Connecting rod; 47. Support plate; 48. Rectangular auxiliary block; 49. Threaded locking rod. Detailed Implementation

[0026] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0027] like Figures 1-5As shown, this embodiment provides a technical solution: an embedded component structure for a pre-embedded support bracket of a cast-in-place structural column, including a structural column 1 and a bracket support block 3. An embedded component structure 2 is provided inside the structural column 1. The embedded component structure 2 includes an embedded plate 25, and high-strength bolts 26 are installed on the inner wall of the embedded plate 25. One end of the high-strength bolt 26 is fixedly connected to a climbing cone 28, and a load-bearing bolt 29 is installed on the inner wall of the climbing cone 28. A detachable support structure 4 is provided between the structural column 1 and the bracket support block 3. The detachable support structure 4 includes a connecting block 45, a connecting rod 46 is fixedly connected to the inner wall of the connecting block 45, and a support plate 47 is fixedly connected to the top of the connecting rod 46. By setting the embedded component structure 2, the high-strength bolts 26... Under the action of structures such as embedded plate 25, it can be pre-cast and fixed with structural column 1, and then fixed with climbing cone 28 and exposed load-bearing bolt 29, so that load-bearing bolt 29 can be fixed with bracket support block 3. By pre-embedding the embedded components of bracket support block 3 at a specific height, a more stable connection foundation can be provided for the subsequent installation of bracket support block 3, and the embedded parts have a high degree of fit with the wall, thus avoiding the problem of loosening and detachment. By setting up disassembly and assembly support structure 4, under the action of threaded clamp rod 49 and threaded clamp hole 42, support rod 44 can be inserted into the first insertion hole 41 and the second insertion hole 43, and then can cooperate with support plate 47 to assist in the support and fixation of bracket support block 3.

[0028] Going a step further, such as Figures 3-5 As shown: The structural column 1 has a pre-embedded hole 21 inside. A plate groove hole 22 is provided on one side of the pre-embedded hole 21. A high-strength bolt 26 is provided on the inner wall of the pre-embedded hole 21. An embedded plate 25 is provided inside the plate groove hole 22. An auxiliary groove hole 23 is provided on one side of the plate groove hole 22. One end of the high-strength bolt 26 is provided inside the auxiliary groove hole 23. A conical groove 24 is provided on the other side of the pre-embedded hole 21. A climbing cone 28 is provided inside the conical groove 24. A round insertion hole 211 is provided on one side of the bracket support block 3. One end of the load-bearing bolt 29 is inserted into the inner wall of the round insertion hole 211. The pre-embedded hole 21, plate groove hole 22, auxiliary groove hole 23 and conical groove 24 are all holes and grooves formed by casting, such as the high-strength bolt 26, embedded plate 25 and climbing cone 28. They are not chiseled by external tools, but formed during the casting process. The round insertion hole 211 and other components can be used with the load-bearing bolt 29 and other components for fixation.

[0029] The above solution also has the problem that the ends of the high-strength bolt 26 and the load-bearing bolt 29 lack fixing structures, making them prone to loosening and detachment. Figure 4As shown: In this scheme, one end of the high-strength bolt 26 is threadedly connected to the first fixing nut 27, and one end of the load-bearing bolt 29 is threadedly connected to the second fixing nut 210. Under the action of the first fixing nut 27 and the second fixing nut 210, they can be fixed together with the high-strength bolt 26 and the load-bearing bolt 29 respectively.

[0030] The above solution also has the problem of excessive stress on the load-bearing bolts 29 of the bracket support block 3, which can easily cause damage to the load-bearing bolts 29. Figure 3 and Figure 5 As shown, a second insertion hole 43 is provided on one side of the corbel support block 3, and a first insertion hole 41 is provided on one side of the structural column 1. A support rod 44 is inserted into the inner wall of the first insertion hole 41 and the second insertion hole 43. One end of the support rod 44 is fixedly connected to the connecting block 45. A rectangular auxiliary block 48 is fixedly connected to the bottom end of the connecting rod 46. A threaded locking rod 49 is threadedly inserted into the inner wall of the rectangular auxiliary block 48. A threaded locking hole 42 is provided on one side of the structural column 1. Under the action of the first insertion hole 41 and the second insertion hole 43, the connecting block 45 can be inserted and fixed to the structural column 1 and the corbel support block 3 in conjunction with the support rod 44. Then, under the action of the threaded locking rod 49 and the threaded locking hole 42, the connecting rod 46 and the structural column 1 can be fixed.

[0031] Working principle:

[0032] like Figure 1-5 As shown:

[0033] During use, during the pouring of structural column 1, components such as high-strength bolts 26, embedded plates 25, and climbing cones 28 are poured. At this time, the interior of structural column 1 forms pre-embedded holes 21, plate groove holes 22, auxiliary groove holes 23, and conical grooves 24. Then, the round insertion holes 211 on the corbel support block 3 can be inserted and fixed with the load-bearing bolts 29. Then, the second fixing nut 210 is fixed with the load-bearing bolts 29. At this time, the support rod 44 is inserted into the first insertion hole 41 and the second insertion hole 43. Then, the threaded clamp rod 49 is fixed with the threaded clamp hole 42. At this time, the top of the support plate 47 abuts against the top of the inner wall of the corbel support block 3, thereby providing auxiliary support for the corbel support block 3.

[0034] The above description is merely a preferred embodiment of the present utility model and is not intended to limit the present utility model in any other way. Any person skilled in the art may make changes or modifications to the above-disclosed technical content to create equivalent embodiments for application in other fields. However, any simple modifications, equivalent changes, and modifications made to the above embodiments based on the technical essence of the present utility model without departing from the technical solution of the present utility model shall still fall within the protection scope of the technical solution of the present utility model.

Claims

1. A pre-embedded component structure for a pre-embedded support bracket of a cast-in-place structural column, comprising a structural column (1) and a bracket support block (3), characterized in that, The internal structure of the structural column (1) is provided with a pre-embedded component structure (2), the pre-embedded component structure (2) includes an embedded plate (25), a high-strength bolt (26) is installed on the inner wall of the embedded plate (25), a climbing cone (28) is fixedly connected to one end of the high-strength bolt (26), and a load-bearing bolt (29) is installed on the inner wall of the climbing cone (28); A disassembly and assembly support structure (4) is provided between the structural column (1) and the corbel support block (3). The disassembly and assembly support structure (4) includes a connecting block (45). A connecting rod (46) is fixedly connected to the inner wall of the connecting block (45), and a support plate (47) is fixedly connected to the top of the connecting rod (46).

2. The embedded component structure for the pre-embedded support bracket of the cast-in-place structural column according to claim 1, characterized in that: The structural column (1) has a pre-embedded hole (21) inside, and a plate groove hole (22) is provided on one side of the pre-embedded hole (21). The high-strength bolt (26) is set on the inner wall of the pre-embedded hole (21), and the embedded plate (25) is set inside the plate groove hole (22).

3. The embedded component structure for the pre-embedded support bracket of the cast-in-place structural column according to claim 2, characterized in that: An auxiliary slot (23) is provided on one side of the plate slot hole (22), and one end of the high-strength bolt (26) is located inside the auxiliary slot (23). A tapered groove (24) is provided on the other side of the pre-embedded hole (21), and the climbing cone (28) is located inside the tapered groove (24).

4. The embedded component structure for the pre-embedded support bracket of the cast-in-place structural column according to claim 1, characterized in that: The bracket support block (3) has a round insertion hole (211) on one side, and one end of the force-bearing bolt (29) is inserted into the inner wall of the round insertion hole (211).

5. The embedded component structure for the pre-embedded support bracket of the cast-in-place structural column according to claim 1, characterized in that: One end of the high-strength bolt (26) is threaded with a first fixing nut (27), and one end of the stressed bolt (29) is threaded with a second fixing nut (210).

6. The embedded component structure for the pre-embedded support bracket of the cast-in-place structural column according to claim 1, characterized in that: The support block (3) has a second insertion hole (43) on one side, and the structural column (1) has a first insertion hole (41) on one side. The inner walls of the first insertion hole (41) and the second insertion hole (43) are fitted with a support rod (44), and one end of the support rod (44) is fixedly connected to the connecting block (45).

7. The embedded component structure for the pre-embedded support bracket of the cast-in-place structural column according to claim 1, characterized in that: The bottom end of the connecting rod (46) is fixedly connected to a rectangular auxiliary block (48), and a threaded clamp rod (49) is threaded into the inner wall of the rectangular auxiliary block (48). A threaded clamp hole (42) is opened on one side of the structural column (1).

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