Beam column with supporting reinforcing structure

Abstract

The utility model provides a beam column with a supporting reinforcing structure, relates to the technical field of building structures, and aims to solve the problems that when concrete is poured and a supporting component is added, the supporting component is usually fixed by matching with a bolt, so that the concrete needs to be drilled when the bolt is fixed, and a concrete structure is easily damaged. Comprising a pouring assembly; an external connection assembly is arranged outside the pouring assembly. A reinforcing assembly is arranged outside the pouring assembly. The incomplete threaded rods are arranged on the cross beam columns and the vertical beam columns correspondingly, the cross beam columns and the vertical beam columns are conveniently fixed to the transverse ribs and the vertical ribs correspondingly in cooperation with the anti-falling nuts, and when the beam columns are subjected to pouring treatment, part of the cross beam columns and part of the vertical beam columns are poured into concrete, so that the beam columns and the vertical beam columns are subjected to pouring treatment; the device is convenient to maintain a synchronous state with a beam column while maintaining stability, is convenient to connect with a reinforcing inclined plate through an exposed part, and avoids drilling treatment during installation.

Description

Technical Field

[0001] The utility model belongs to the technical field of building structures, and more specifically, particularly relates to a beam-column with a support strengthening structure. Background Technique

[0002] A beam-column is a column rising on a beam, and the beam-column is a stressed column in a building structure; during the construction process, building materials are woven, and then concrete is poured and shaped, and a beam-column structure is formed after the concrete solidifies. In order to conveniently increase the support of the beam-column structure, a beam-column with a strengthening structure is required.

[0003] Based on the prior art, it is found that the existing beam-column structure is mainly formed by concrete pouring, and when adding a support component, bolts are usually used for fixation, resulting in the need to drill holes in the concrete when fixing the bolts, which is likely to damage the concrete structure and thus affect its original support. Content of the Utility Model

[0004] In order to solve the above technical problems, the embodiments of the present disclosure relate to a beam-column with a support strengthening structure to solve the problem that the existing beam-column structure is mainly formed by concrete pouring, and when adding a support component, bolts are usually used for fixation, resulting in the need to drill holes in the concrete when fixing the bolts, which is likely to damage the concrete structure and thus affect its original support.

[0005] In the first aspect of the present disclosure, a beam-column with a support strengthening structure is provided, which is achieved by the following specific technical means:

[0006] A beam-column with a support strengthening structure includes: a pouring component; the pouring component includes reinforcing bars, a tightening frame, and a shaping template; the shaping template is laid outside the reinforcing bars and the tightening frame; an external connection component is provided outside the pouring component, and the external connection component includes a cross beam frame, a vertical beam frame, and a rib slot; the rib slot clamps the reinforcing bars; the cross beam frame is set as an L-shaped structure, a square plate-shaped protrusion is provided on the outside of the cross beam frame, a threaded rod is provided at the bottom of the square plate of the cross beam frame, and an incomplete threaded rod is provided inside the cross beam frame; the vertical beam frame is set as an L-shaped structure, an incomplete threaded rod is provided inside the vertical beam frame, and a rectangular groove is provided at the middle position of the vertical beam frame; a reinforcement component is provided outside the pouring component, and the reinforcement component includes a reinforcement inclined plate, a spacer block, and a lifting rod; the reinforcement inclined plate is fixed on the cross beam frame by screws, the reinforcement inclined plate is fixed on the vertical beam frame by screws, the spacer block is threadedly connected to the cross beam frame, and the lifting rod is threadedly connected to the cross beam frame; the reinforcement inclined plate is set as an inclined square plate-shaped structure, a rectangular jack is provided on the reinforcement inclined plate, L-shaped protrusions are respectively provided on the upper and lower sides of the reinforcement inclined plate, and a wedge-shaped support is provided on the reinforcement inclined plate.

[0007] At least in some embodiments, the ribs are steel bar structures; the tightening frame is configured as a rectangular frame structure, and the tightening frame and the ribs are connected by bundling.

[0008] At least in some embodiments, the retaining rib groove is configured as an L-shaped groove, the retaining rib groove is opened on the outside of the horizontal beam frame, and the retaining rib groove is opened on the outside of the vertical beam frame.

[0009] At least in some embodiments, the external assembly further includes an anti-fall nut; the anti-fall nut is threadedly connected to the incomplete threaded rod of the cross beam frame, and the anti-fall nut is threadedly connected to the incomplete threaded rod of the vertical beam frame.

[0010] At least in some embodiments, the reinforcement component also includes an external cross frame; the external cross frame is configured as a square plate-like structure, the top of the external cross frame is provided with a cylindrical protrusion, the top inclined plate of the external cross frame, the inclined plate of the external cross frame is provided with a rectangular protrusion, and the external cross frame is inserted into the reinforcement inclined plate.

[0011] At least in some embodiments, the spacer block is configured as a cylindrical structure with a threaded groove on it; the lifting rod is configured as a cylindrical structure with a threaded groove on the top and a circular groove on the bottom, and the lifting rod is rotatably connected to the external cross frame.

[0012] The beam column with a supporting reinforcement structure proposed in the utility model has the following beneficial effects:

[0013] 1. Horizontal beams and vertical beams are set. Incomplete threaded rods are set on the horizontal beams and vertical beams respectively, so that the ribs can be clamped with the rib clamping grooves, and the horizontal beams and vertical beams can be fixed on the horizontal and vertical ribs with the anti-fall nuts. When pouring the beams, the horizontal beams and vertical beams are partially poured inside the concrete, so that they can be kept in sync with the beams while maintaining stability, and can be connected with the reinforced inclined plate through the exposed part, avoiding the need for drilling during installation;

[0014] 2. Reinforced inclined plates and external cross frames are set up. By fixing the reinforced inclined plates between the horizontal beams and the vertical beams, it is convenient to assist in increasing the support of the beams after connection. By fixing the external cross frame on the reinforced inclined plates, it is convenient to assist in the construction of the building structure without causing damage to the beams. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the three-dimensional assembly structure of the utility model in a casting state when viewed from above.

[0016] Figure 2 It is a schematic diagram of the three-dimensional assembly structure of the utility model in a weaving state.

[0017] Figure 3 It is a schematic perspective assembly bottom view of the knitting state of the present utility model.

[0018] Figure 4 It is a schematic partial sectional view of the casting state of the present utility model.

[0019] Figure 5 It is a schematic assembly structure diagram of the external component and the reinforcement component of the present utility model.

[0020] Figure 6 It is from Figure 5 The enlarged schematic view of part A led out.

[0021] In the figure, the corresponding relationship between the component names and the drawing numbers is as follows:

[0022] 1. Casting component; 101. Rib; 102. Tightening frame; 103. Shaping template;

[0023] 2. External component; 201. Cross beam frame; 202. Vertical beam frame; 203. Rib slot; 204. Anti-falling nut;

[0024] 3. Reinforcement component; 301. Reinforcement inclined plate; 302. External mounting cross frame; 303. Spacer block; 304. Lifting rod. Specific embodiments

[0025] The following further describes the embodiments of the present utility model in detail with reference to the drawings and examples.

[0026] Example 1: As shown in the attached Figure 1 to the attached Figure 6As shown in the figure: The utility model provides a beam-column with a support strengthening structure, including: a casting component 1; the casting component 1 includes reinforcing bars 101, a tightening frame 102 and a shaping template 103; the shaping template 103 is laid outside the reinforcing bars 101 and the tightening frame 102; the shaping template 103 is used to cooperate with the reinforcing bars 101 and the tightening frame 102 to form the shape of a beam-column after connection, so as to facilitate the pouring treatment of concrete; an external connection component 2 is arranged outside the casting component 1, and the external connection component 2 includes a crossbeam frame 201, a vertical beam frame 202 and a rib slot 203; the reinforcing bar 101 is clamped in the rib slot 203; the crossbeam frame 201 is set as an L-shaped structure, a square plate-shaped protrusion is arranged on the outer side of the crossbeam frame 201, a threaded rod is arranged at the bottom of the square plate of the crossbeam frame 201, and an incomplete threaded rod is arranged on the inner side of the crossbeam frame 201; the crossbeam frame 201 is used to cooperate with the vertical beam frame 202 to fix the reinforcing inclined plate 301, so as to facilitate increasing the support of the beam-column; the vertical beam frame 202 is set as an L-shaped structure, an incomplete threaded rod is arranged on the inner side of the vertical beam frame 202, and a rectangular groove is arranged at the middle position of the vertical beam frame 202; the vertical beam frame 202 is used to cooperate with the crossbeam frame 201 to fix the reinforcing inclined plate 301, so as to facilitate increasing the support of the beam-column; a strengthening component 3 is arranged outside the casting component 1, and the strengthening component 3 includes a reinforcing inclined plate 301, a spacer block 303 and a lifting rod 304; the reinforcing inclined plate 301 is fixed on the crossbeam frame 201 by screws, the reinforcing inclined plate 301 is fixed on the vertical beam frame 202 by screws, the spacer block 303 is threadedly connected to the crossbeam frame 201, and the lifting rod 304 is threadedly connected to the crossbeam frame 201; the reinforcing inclined plate 301 is set as an inclined square plate-shaped structure, a rectangular jack is arranged on the reinforcing inclined plate 301, L-shaped protrusions are respectively arranged on the upper and lower sides of the reinforcing inclined plate 301, and a wedge-shaped support is arranged on the reinforcing inclined plate 301; the reinforcing inclined plate 301 is used to assist in increasing the support of the beam-column so as to keep the beam-column stable.

[0027] Embodiment 2: On the basis of Embodiment 1, as Figure 4 shown, the reinforcing bar 101 is a steel bar structure; the reinforcing bar 101 is used to increase the stability of the beam-column; the tightening frame 102 is set as a rectangular frame structure, and the tightening frame 102 is connected to the reinforcing bar 101 by bundling; the tightening frame 102 is used to restrain the reinforcing bar 101 for convenient use.

[0028] In the embodiment of the present disclosure, as Figure 5 and Figure 6As shown, the rib groove 203 is set as an L-shaped groove. The rib groove 203 is opened on the outer side of the cross beam frame 201 and on the outer side of the vertical beam frame 202. The rib groove 203 is used to assist in restraining the rib 101 to facilitate the weaving process of the beam column. The external component 2 further includes an anti-falling nut 204. The anti-falling nut 204 is threadedly connected to the incomplete threaded rod of the cross beam frame 201 and threadedly connected to the incomplete threaded rod of the vertical beam frame 202. The anti-falling nut 204 is used to maintain the stability of the connection between the cross beam frame 201, the vertical beam frame 202 and the rib 101 to prevent the rib 101 from loosening.

[0029] In the embodiment of the present disclosure, as Figure 5 With Figure 6 shown, the reinforcement component 3 further includes an externally installed cross frame 302. The externally installed cross frame 302 is set as a square plate-like structure. There is a cylindrical protrusion on the top of the externally installed cross frame 302, a sloping plate on the top of the externally installed cross frame 302, and a rectangular protrusion on the sloping plate of the externally installed cross frame 302. The externally installed cross frame 302 is inserted on the reinforcement sloping plate 301. The externally installed cross frame 302 is used to support the externally expanded part when the beam column needs to be externally expanded to maintain the stability of the beam column. The spacer block 303 is set as a cylindrical structure, and there is a threaded groove on the spacer block 303. The spacer block 303 is used to block the threaded rod on the cross beam frame 201 during pouring to avoid being sealed by concrete. The lifting rod 304 is set as a cylindrical structure. There is a threaded groove on the top of the lifting rod 304 and a circular groove on the bottom of the lifting rod 304. The lifting rod 304 is rotatably connected to the externally installed cross frame 302. The lifting rod 304 is used to connect the cross beam frame 201 and the externally installed cross frame 302 stably to facilitate maintaining the stability of the beam column.

[0030] The specific usage method and function of this embodiment:

[0031] In the present utility model, during construction, the rib 101 and the tightening frame 102 are processed by weaving, and then the shaping template 103 is fixed outside the rib 101 and the tightening frame 102. Then, the cross beam frame 201 and the vertical beam frame 202 are respectively clamped on the rib 101 through the rib groove 203. Then, the concrete is poured into the shaping template 103, and when the concrete solidifies, part of the cross beam frame 201 and the vertical beam frame 202 is exposed.

[0032] During the reinforcement process, the reinforcement sloping plate 301 is fixed between the cross beam frame 201 and the vertical beam frame 202 by screws, and then the space between the three is filled and decorated.

[0033] During the external expansion process, the reinforcing inclined plate 301 is fixed, and then the external mounting cross-frame 302 is fixed on the reinforcing inclined plate 301. The hoisting rod 304 is connected to the crossbeam frame 201 through thread connection. After ensuring stability, the gap between the external mounting cross-frame 302 and the beam-column is filled.

[0034] In this article, the following points need to be noted:

[0035] 1. The attached drawings of the embodiments of the present disclosure only relate to the structures involved in the embodiments of the present disclosure. Other structures can refer to the general design.

[0036] 2. Without conflict, the embodiments of the present disclosure and the features in the embodiments can be combined with each other to obtain new embodiments.

[0037] The above is only the specific implementation manner of the present disclosure, but the protection scope of the present disclosure is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present disclosure can easily think of changes or substitutions, which should all be covered by the protection scope of the present disclosure. Therefore, the protection scope of the present disclosure should be subject to the protection scope of the claims.

Claims

1. A beam column with a supporting reinforcement structure, comprising: A casting component (1); the casting component (1) comprises ribs (101), a tightening frame (102) and a forming template (103); the forming template (103) is laid on the outside of the ribs (101) and the tightening frame (102); it is characterized in that: an external component (2) is provided on the outside of the casting component (1), and the external component (2) comprises a crossbeam frame (201), a vertical beam frame (202) and a rib clamping groove (203); the ribs (101) are clamped in the rib clamping groove (203); the crossbeam frame (201) is arranged as an L-shaped structure, the outer side of the crossbeam frame (201) is provided with a square plate-shaped protrusion, the bottom of the square plate of the crossbeam frame (201) is provided with a threaded rod, and the inner side of the crossbeam frame (201) is provided with an incomplete threaded rod; the vertical beam frame (202) is arranged as an L-shaped structure, the vertical beam frame An incomplete threaded rod is provided on the inner side of the (202), and a rectangular groove is provided in the middle position of the vertical beam frame (202); a reinforcement component (3) is provided on the outside of the casting component (1), and the reinforcement component (3) includes a reinforcement inclined plate (301), a spacer block (303) and a hanging rod (304); the reinforcement inclined plate (301) is fixed to the cross beam frame (201) by screws, the reinforcement inclined plate (301) is fixed to the vertical beam frame (202) by screws, the spacer block (303) is threadedly connected to the cross beam frame (201), and the hanging rod (304) is threadedly connected to the cross beam frame (201); the reinforcement inclined plate (301) is configured as an inclined square plate structure, a rectangular plug hole is provided on the reinforcement inclined plate (301), L-shaped protrusions are provided on the upper and lower sides of the reinforcement inclined plate (301), and a wedge-shaped bracket is provided on the reinforcement inclined plate (301).

2. The beam column with a supporting reinforcement structure according to claim 1, characterized in that: The ribs (101) are of a steel bar structure; the tightening frame (102) is of a rectangular frame structure, and the tightening frame (102) and the ribs (101) are connected by bundling.

3. The beam column with a supporting reinforcement structure according to claim 1, characterized in that: The rib groove (203) is configured as an L-shaped groove. The rib groove (203) is provided on the outside of the crossbeam frame (201), and the rib groove (203) is provided on the outside of the vertical beam frame (202).

4. The beam column with a supporting reinforcement structure according to claim 1, characterized in that: The external component (2) further comprises an anti-falling nut (204); the anti-falling nut (204) is threadedly connected to the incomplete threaded rod of the horizontal beam frame (201), and the anti-falling nut (204) is threadedly connected to the incomplete threaded rod of the vertical beam frame (202).

5. The beam column with a supporting reinforcement structure according to claim 1, characterized in that: The reinforcement component (3) further comprises an external cross frame (302); the external cross frame (302) is configured as a square plate-shaped structure, a cylindrical protrusion is provided on the top of the external cross frame (302), a top inclined plate of the external cross frame (302), a rectangular protrusion is provided on the inclined plate of the external cross frame (302), and the external cross frame (302) is inserted on the reinforcement inclined plate (301).

6. The beam column with a supporting reinforcement structure according to claim 5, characterized in that: The spacer block (303) is configured as a cylindrical structure, and a threaded groove is provided on the spacer block (303); the hoisting rod (304) is configured as a cylindrical structure, and a threaded groove is provided on the top of the hoisting rod (304), and a circular groove is provided on the bottom of the hoisting rod (304); the hoisting rod (304) is rotatably connected to the external horizontal frame (302).

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