Novel steel pipe column bracket and concrete floor system reinforcing steel bar connecting structure

Abstract

The utility model relates to the field of building construction, and discloses a novel steel pipe column bracket and concrete floor system steel bar connecting structure. The connecting and reinforcing structure comprises supporting columns, steel corbels, floor system reinforcing steel bars and a connecting and reinforcing structure body. The connecting and reinforcing structure comprises a supporting block, a reinforcing steel plate, a sliding rod, a sliding block, a limiting threaded nail, a connecting plate, a vertical rod and a pressing plate, the steel corbel is fixed to the supporting column through the multiple sets of steel bar connecting pieces, after fixing, floor system steel bars are placed at the upper end of the steel corbel, and then the steel corbel is fixed through sliding of the lengthened threaded rod and a sleeve according to the model diameter of the floor system steel bars. The connecting vertical rod drives the pressing plate to abut against the upper end of the floor reinforcing steel bar, then the lengthened threaded rod is limited through the lifting limiting nut, the threaded rod penetrates through the pressing plate and is fixed through a threaded hole in the upper end of the steel corbel, then the threaded rod and the pressing plate are fixed through the first nut, and therefore the floor reinforcing steel bar is fixed.

Description

Technical Field

[0001] This application belongs to the technical field of building construction, and specifically relates to a connection structure between a new type of steel pipe column bracket and the steel bars of a concrete floor slab. Background Art

[0002] The connection structure between the steel pipe column bracket and the steel bars of the concrete floor slab is related to the stability and safety of the building structure and is a key part in building construction.

[0003] After retrieving the patent document of CN 207032668 U, a steel bracket device for filling concrete in a rectangular steel pipe column is disclosed, which includes connecting and arranging a rectangular steel pipe column under the superstructure, and filling the rectangular steel pipe column with concrete. The characteristics are as follows: both the left and right sides of the upper end of the rectangular steel pipe column are open, and two steel brackets are welded at the openings. There are vertical left and right side plates on the left and right sides of the steel bracket. The left and right side plates and the front and back sides of the rectangular steel pipe column form a surrounding closed casting port, and connecting pieces fixed to the superstructure are arranged on the front and back sides of the rectangular steel pipe column. This method has no support, saves a large amount of internal support and installation and removal, saves investment, and improves efficiency. The utility model is mainly applicable to the project of reinforced concrete underground wall.

[0004] However, through the exploration of the inventor, it is found that this technical solution still has at least the following defects:

[0005] Most of the node connections in this structure are welded connections. The metal in the weld and its vicinity will undergo tissue changes due to the thermal effect, which may reduce the mechanical properties of this part of the metal, thereby affecting the integrity of the steel bars. Summary of the Utility Model

[0006] The purpose of this application is to provide a connection structure between a new type of steel pipe column bracket and the steel bars of a concrete floor slab in order to solve the above-mentioned problems.

[0007] The technical solution adopted in this application is as follows: A connection structure between a new type of steel pipe column bracket and the steel bars of a concrete floor slab includes a support column. There are rigid brackets arranged on both sides of the support column. Multiple groups of floor slab steel bars are fixedly connected to the upper end of the support column. A connection reinforcement structure is arranged on the side of the rigid bracket away from the support column; the connection reinforcement structure includes a support block, and a reinforcement steel plate is fixedly connected to the upper end of the support block. The relative inner sides of the reinforcement steel plate are fixedly connected to the side of the rigid bracket away from the support column. Four corners at the upper end of the reinforcement steel plate are fixedly connected with sliding rods, and sliders are slidably connected to the outer ends of the sliding rods. Limiting threaded nails are threadedly connected to the front and rear ends of the sliders. A connecting plate is fixedly connected to the relative inner sides of the sliders. A connecting vertical rod is fixedly connected to the upper end of the connecting plate. The upper end of the connecting vertical rod penetrates through the upper end of the rigid bracket and is fixedly connected with a pressing plate.

[0008] By adopting the above technical solution, the rigid corbel is fixed to the support column through multiple groups of steel bar connectors. After fixing, the floor slab steel bars are placed at the upper end of the rigid corbel. Then, according to the model and diameter of the floor slab steel bars, by sliding the lengthened threaded rod and the sleeve, the connecting vertical rod drives the pressing plate to abut against the upper end of the floor slab steel bars. Then, the lifting limit nut is used to limit the lengthened threaded rod. After completion, the threaded rod penetrates through the pressing plate and is fixed through the threaded hole at the upper end of the rigid corbel. Then, the threaded rod and the pressing plate are fixed by the first nut, thereby fixing the floor slab steel bars.

[0009] In a preferred embodiment, a sleeve is fixedly connected to the upper end of the reinforcing steel plate. A lengthened threaded rod is slidably connected inside the sleeve. A lifting limit nut is threadedly connected to the outer end of the lengthened threaded rod above the sleeve. The upper end of the lengthened threaded rod is fixedly connected to the lower end of the reinforcing steel plate.

[0010] By adopting the above technical solution, after the lengthened threaded rod slides out of the sleeve, the slid-out lengthened threaded rod is limited and fixed through the thread of the lifting limit nut and the lengthened threaded rod.

[0011] In a preferred embodiment, multiple groups of steel bar connectors are arranged on one side of the rigid corbel close to the support column. The steel bar connectors include a connecting plate. Threaded cross bars are fixedly connected to the opposite inner sides of the connecting plate. A pressing plate is slidably connected to the outer ends of the threaded cross bars. A second nut is threadedly connected to the outer end of the threaded cross bar away from the pressing plate.

[0012] By adopting the above technical solution, the steel bar connectors can reinforce and fix the rigid corbel, the support column and the floor slab steel bars.

[0013] In a preferred embodiment, multiple groups of threaded holes are formed in the upper end of the rigid corbel. A threaded rod is threadedly connected inside the threaded holes. The threaded rod is slidably connected to the pressing plate. A first nut is threadedly connected to the outer end of the threaded rod above the pressing plate.

[0014] By adopting the above technical solution, the threaded rod penetrates through the pressing plate and is threadedly connected to the first nut, which can reinforce the floor slab steel bars at the lower end of the pressing plate.

[0015] In a preferred embodiment, multiple groups of sliding holes are formed in the upper end of the rigid corbel away from the pressing plate. Multiple groups of steel bar connectors can be penetrated and connected inside the sliding holes.

[0016] By adopting the above technical solution, the steel bar connectors at the upper end of the rigid corbel can reinforce the floor slab steel bars.

[0017] In summary, due to adopting the above technical solution, the beneficial effects of this application are:

[0018] In this application, the rigid corbel is fixed to the support column through multiple groups of steel bar connectors. After fixation, the floor slab steel bars are placed at the upper end of the rigid corbel. Then, by sliding the lengthened threaded rod and the sleeve according to the model and diameter of the floor slab steel bars, the connecting vertical rod drives the pressing plate to abut against the upper end of the floor slab steel bars. Next, the lifting limit nut limits the lengthened threaded rod. After completion, the threaded rod penetrates through the pressing plate and is fixed through the threaded hole at the upper end of the rigid corbel, and then the threaded rod and the pressing plate are fixed by nut one, thereby fixing the floor slab steel bars. Through the cooperation of the above structures, it is possible to prevent damage to the floor slab steel bars during welding and facilitate later recycling. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 is a schematic structural diagram of this application;

[0020] Figure 2 is a front view of this application;

[0021] Figure 3 is a schematic structural diagram of the steel bar connector in this application.

[0022] Reference numerals in the figures: 1, support column; 2, rigid corbel; 3, floor slab steel bars; 4, connection and reinforcement structure; 401, support block; 402, reinforcement steel plate; 403, sliding rod; 404, slider; 405, connecting plate; 406, sleeve; 407, lengthened threaded rod; 408, connecting vertical rod; 409, lifting limit nut; 5, steel bar connector; 501, connecting plate; 502, threaded cross bar; 503, pressing plate; 504, nut two; 6, pressing plate; 7, threaded rod; 8, nut one. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0023] To make the objectives, technical solutions, and advantages of the embodiments of this application clearer, the technical solutions in the embodiments of this application will be clearly and completely described below in conjunction with the embodiments of this application. Obviously, the described embodiments are some, but not all, of the embodiments of this application. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of this application without creative efforts shall fall within the scope of protection of this application.

[0024] Embodiment:

[0025] Refer to Figures 1-3, a novel steel pipe column bracket and concrete floor slab steel bar connection structure, including a support column 1, with rigid brackets 2 arranged on both sides of the support column 1. A plurality of groups of floor slab steel bars 3 are fixedly connected to the upper end of the support column 1. A connection reinforcement structure 4 is arranged on the side of the rigid bracket 2 away from the support column 1; the connection reinforcement structure 4 includes a support block 401, and a reinforcement steel plate 402 is fixedly connected to the upper end of the support block 401. The relative inner sides of the reinforcement steel plate 402 are fixedly connected to the side of the rigid bracket 2 away from the support column 1. Four corners of the upper end of the reinforcement steel plate 402 are fixedly connected with sliding rods 403. The outer ends of the sliding rods 403 are slidably connected with sliders 404. The front and rear ends of the sliders 404 are threadedly connected with limit threaded nails. The relative inner sides of the sliders 404 are fixedly connected with a connection plate 405. A connection vertical rod 408 is fixedly connected to the upper end of the connection plate 405. The upper end of the connection vertical rod 408 penetrates through the upper end of the rigid bracket 2 and is fixedly connected with a pressing plate 6. The rigid bracket 2 is fixed to the support column 1 through a plurality of steel bar connectors 5. After fixing, the floor slab steel bars 3 are placed on the upper end of the rigid bracket 2. Then, according to the model diameter of the floor slab steel bars 3, by sliding the lengthened threaded rod 407 and the sleeve 406, the connection vertical rod 408 drives the pressing plate 6 to abut against the upper end of the floor slab steel bars 3. Then, the lifting limit nut 409 limits the lengthened threaded rod 407. After completion, the threaded rod 7 penetrates through the pressing plate 6 and is fixed through the threaded hole at the upper end of the rigid bracket 2. Then, the threaded rod 7 and the pressing plate 6 are fixed through the nut one 8, thereby fixing the floor slab steel bars 3.

[0026] Refer to Figures 1-3 , a sleeve 406 is fixedly connected to the upper end of the reinforcement steel plate 402. A lengthened threaded rod 407 is slidably connected inside the sleeve 406. A lifting limit nut 409 is threadedly connected to the outer end of the lengthened threaded rod 407 located at the upper end of the sleeve 406. The upper end of the lengthened threaded rod 407 is fixedly connected to the lower end of the reinforcement steel plate 402. After sliding the lengthened threaded rod 407 out of the sleeve 406, the slid-out lengthened threaded rod 407 is limited and fixed through the threads of the lifting limit nut 409 and the lengthened threaded rod 407.

[0027] Refer to Figures 1-3 , a plurality of groups of steel bar connectors 5 are arranged on the side of the rigid bracket 2 close to the support column 1. The steel bar connectors 5 include a connection plate 501. The relative inner sides of the connection plate 501 are fixedly connected with threaded cross bars 502. The outer ends of the threaded cross bars 502 are slidably connected with pressing plates 503. A nut two 504 is threadedly connected to the outer end of the threaded cross bar 502 away from the pressing plate 503. The steel bar connectors 5 can reinforce and fix the rigid bracket 2, the support column 1, and the floor slab steel bars 3.

[0028] Refer to Figures 1-3, multiple groups of threaded holes are provided at the upper end of the rigid corbel 2. A threaded rod 7 is threadedly connected inside the threaded hole. The threaded rod 7 is slidably connected to the pressing plate 6. A first nut 8 is threadedly connected to the outer end of the threaded rod 7 above the pressing plate 6. The threaded rod 7 passes through the pressing plate 6 and is threadedly connected to the first nut 8, which can reinforce the floor slab steel bars 3 at the lower end of the pressing plate 6.

[0029] Refer to Figures 1-3 , multiple groups of sliding holes are provided at the upper end of the rigid corbel 2 away from the pressing plate 6. Multiple groups of steel bar connectors 5 can be connected through the sliding holes. The steel bar connectors 5 at the upper end of the rigid corbel 2 can reinforce the floor slab steel bars 3.

[0030] The implementation principle of the embodiment of the novel steel pipe column corbel and concrete floor slab steel bar connection structure of the present application is as follows:

[0031] During construction, the rigid corbel 2 is fixed to the support column 1 through multiple groups of steel bar connectors 5. After fixing, the floor slab steel bars 3 are placed at the upper end of the rigid corbel 2. Then, according to the model diameter of the floor slab steel bars 3, by sliding the lengthened threaded rod 407 and the sleeve 406, the connecting vertical rod 408 drives the pressing plate 6 to abut against the upper end of the floor slab steel bars 3. Then, the lifting limit nut 409 limits the lengthened threaded rod 407. After completion, the threaded rod 7 passes through the pressing plate 6 and is fixed through the threaded hole at the upper end of the rigid corbel 2, and then the threaded rod 7 and the pressing plate 6 are fixed through the first nut 8, so as to fix the floor slab steel bars 3; the floor slab steel bars 3 are reinforced through the sliding holes and the steel bar connectors 5 at the upper end of the rigid corbel 2; through the cooperation of the above structures, while preventing the damage to the floor slab steel bars 3 during welding, it is convenient for later recycling.

[0032] The above embodiments are only used to illustrate the technical solutions of the present application, rather than limiting them; although the present application 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 for some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present application.

Claims

1. A novel steel tube column bracket and concrete floor reinforcement connection structure, comprising a support column (1), characterized in that: A rigid bracket (2) is arranged on both sides of the support column (1); a plurality of groups of floor reinforcement bars (3) are fixedly connected to the upper end of the support column (1); and a connection reinforcement structure (4) is arranged on the side of the rigid bracket (2) away from the support column (1); The connection reinforcement structure (4) includes a support block (401), the upper end of the support block (401) is fixedly connected to a reinforcement steel plate (402), the relatively inner side of the reinforcement steel plate (402) is fixedly connected to the side of the rigid bull leg (2) away from the support column (1), the four corners of the upper end of the reinforcement steel plate (402) are fixedly connected to a sliding rod (403), the outer end of the sliding rod (403) is slidably connected to a slider (404), the front and rear ends of the slider (404) are threadedly connected to a limiting screw nail, the relatively inner side of the slider (404) is fixedly connected to a connecting plate (405), the upper end of the connecting plate (405) is fixedly connected to a connecting vertical rod (408), the upper end of the connecting vertical rod (408) passes through the upper end of the rigid bull leg (2) and is fixedly connected to a clamping plate (6).

2. A novel steel pipe column bracket and concrete floor reinforcement connection structure as claimed in claim 1, characterized in that: The upper end of the reinforcing steel plate (402) is fixedly connected to a sleeve (406), the interior of the sleeve (406) is slidably connected to an extended threaded rod (407), the outer end of the extended threaded rod (407) located at the upper end of the sleeve (406) is threadedly connected to a lifting limit nut (409), and the upper end of the extended threaded rod (407) is fixedly connected to the lower end of the reinforcing steel plate (402).

3. A novel steel pipe column bracket and concrete floor reinforcement connection structure as claimed in claim 1, characterized in that: A plurality of sets of steel bar connectors (5) are arranged on one side of the steel corbel (2) close to the support column (1), and the steel bar connector (5) comprises a connecting plate (501), a threaded cross bar (502) is fixedly connected to the inner side of the connecting plate (501), a pressure plate (503) is slidably connected to the outer end of the threaded cross bar (502), and a nut 2 (504) is threadedly connected to the outer end of the threaded cross bar (502) away from the pressure plate (503).

4. A novel steel pipe column bracket and concrete floor reinforcement connection structure as claimed in claim 1, characterized in that: The upper end of the steel bull leg (2) is provided with a plurality of threaded holes, the inner threads of the threaded holes are connected to threaded rods (7), the threaded rods (7) are slidably connected to the clamping plate (6), and the outer ends of the threaded rods (7) located on the upper side of the clamping plate (6) are threadedly connected to a nut (8).

5. A novel steel pipe column bracket and concrete floor reinforcement connection structure as claimed in claim 1, characterized in that: The upper end of the steel corbel (2) away from the clamping plate (6) is provided with a plurality of sliding holes, and a plurality of steel bar connectors (5) can be connected through the sliding holes.

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