Beam column reinforcing structure

Abstract

The utility model discloses a beam column reinforcing structure which comprises supporting rods, and every two supporting rods form a group and are vertically arranged on the opposite side faces of a beam column to be reinforced at intervals. Every two adjacent supporting rods are connected through a plurality of adjusting assemblies which are horizontally arranged at intervals, the supporting rods and the adjusting assemblies jointly form a beam column reinforcing structure, and the adjusting assemblies are used for adjusting the distance between the supporting rods so as to adapt to reinforcing of beam columns of different specifications and sizes; a buffering force unloading assembly is installed at the bottom end of the supporting rod, and the supporting rod is installed on the ground through the buffering force unloading assembly and used for absorbing and transferring pressure borne by the supporting rod.

Description

TECHNICAL FIELD

[0001] The utility model relates to building structure technical field, concretely relates to a beam column reinforcing structure. BACKGROUND

[0002] The beam is the rod -like object that bears the load such as roof board between support points, and the column is the vertical force component for bearing the load on the beam and erecting the beam at a certain height, and the beam column as the important component of building, its structure quality directly influences the building quality.

[0003] Such as the Chinese patent of announcement number CN217581409U discloses a beam column reinforcing structure, including beam column main part and fixed hoop, the beam column main part outside symmetry is provided with a plurality of fixed hoops, carries out the combination support through fixed hoop and vertical support plate, tight hoop the beam column main part at the same time, provides the support force to the side surface of beam column main part through vertical support plate, thereby improves the reinforcing effect of reinforcing structure to beam column.

[0004] But the utility model in actual use, there is the following problem, the utility model discloses a beam column reinforcing structure, including beam column main part and fixed hoop, the beam column main part outside symmetry is provided with a plurality of fixed hoops, carries out the combination support through fixed hoop and vertical support plate, tight hoop the beam column main part at the same time, provides the support force to the side surface of beam column main part through vertical support plate, thereby improves the reinforcing effect of reinforcing structure to beam column.

[0005] 1, the device through the steel plate on the outer surface of the beam column reinforcing, will increase the dead weight of beam column, is inconvenient to the pressure that beam column bears disperses.

[0006] 2, when reinforcing the beam column, needs to customize the reinforcing device according to the size specification of beam column, leads to the lower applicability of device.

[0007] Therefore, it is necessary to provide a beam column reinforcing structure to solve the problems mentioned in the background art. UTILITY MODEL CONTENT

[0008] To achieve the above object, the utility model provides the following technical scheme a beam column reinforcing structure, comprising: support rod, the support rod two two groups of vertical interval arrangement in the opposite side of the beam column to be reinforced;

[0009] Each adjacent support rod is connected through a plurality of horizontally spaced adjusting assemblies, and the support rod and the adjusting assembly jointly constitute a beam column reinforcing structure, and the adjusting assembly is used for adjusting the spacing of each support rod to adapt to the reinforcement of beams of different specifications and sizes.

[0010] The bottom end of the support rod is provided with a buffer unloading assembly, the support rod is installed on the ground through the buffer unloading assembly, and is used for absorbing and transferring the pressure borne by the support rod.

[0011] Preferably, the buffer unloading assembly comprises:

[0012] The load-bearing shell has several locking holes on the bottom side of the side away from the beam and column. The load-bearing shell is fixed to the ground through the locking holes, and the support rod is slidably inserted into the load-bearing shell.

[0013] A stabilizing plate, wherein two sets of hydraulic rods are symmetrically and vertically arranged on the top of the stabilizing plate near the center position, and a load-bearing plate is installed on the top of the hydraulic rods, the load-bearing plate being used to support the support rods;

[0014] A connecting hole is provided through the middle of the stabilizing plate, and a positioning element is provided at the connecting hole. The stabilizing plate is installed at the bottom of the load-bearing shell through the positioning element.

[0015] Preferably, a damping rod is further provided between the load-bearing plate and the stabilizing plate, and the damping rod is spaced apart on the opposite outer side of the hydraulic rod; a spring is sleeved on the outer side of the damping rod, and the spring elastically supports the load-bearing plate and the stabilizing plate.

[0016] Preferably, the adjustment component includes a width adjustment unit and a length adjustment unit;

[0017] The width adjustment unit is installed between adjacent support rods on the same side of the beam and column to be reinforced, and is used to adjust the width of the beam and column reinforcement structure.

[0018] The length adjustment unit is disposed between the support rods on opposite sides of the beam and column to be reinforced, and is used to adjust the length of the beam and column reinforcement structure.

[0019] Preferably, the width adjustment unit includes: a limiting tube vertically fixed to any one of the opposite sides of the support rods adjacent to each other on the same side of the beam-column reinforcement structure, and a telescopic plate fixed on the other side of the opposite side corresponding to the limiting tube, the telescopic plate being slidably inserted into the limiting tube;

[0020] The telescopic plate has several limiting holes 1 through it along its extension direction, and the limiting tube has a corresponding limiting hole 2. A limiting post is inserted into both the limiting hole 1 and the limiting hole 2.

[0021] Preferably, the length adjustment unit includes: an L-shaped auxiliary tube fixed to the side of any of the support rods on opposite sides of the beam and column, the inner corner of the auxiliary tube facing the beam and column reinforcement structure, the auxiliary tube and the width adjustment unit being located on opposite sides of the support rods, and an L-shaped adjustment plate correspondingly provided on the other support rod fixed to the opposite side of the beam and column, the adjustment plate being slidably inserted into the auxiliary tube;

[0022] The adjustment plate has several insertion holes 1 through it along its extension direction, and the auxiliary tube has a corresponding insertion hole 2. Insertion posts are inserted into both insertion holes 1 and insertion holes 2.

[0023] Preferably, a load-bearing plate is vertically disposed at the top of the support rod away from the beam-column reinforcement structure.

[0024] Compared with the prior art, this utility model provides a beam-column reinforcement structure, which has the following beneficial effects:

[0025] In this utility model, by combining the support rod and the load-bearing shell, when reinforcing beams and columns, it is more convenient to disperse part of the force borne by the upper end of the beams and columns, reducing the pressure borne by the beams and columns themselves. With the help of the load-bearing plate, damping rod and spring, the pressure borne by the upper end of the support rod can be absorbed and transmitted to the ground, making the support rod more firmly and stably placed, and improving the reinforcement performance of the beam and column reinforcement structure.

[0026] In this invention, by setting a retractable adjustment component, the length and width of the beam and column reinforcement structure can be adaptively adjusted according to the specifications and dimensions of the beam and column to be reinforced, avoiding one-to-one customization of the beam and column reinforcement structure and improving the applicability of the beam and column reinforcement structure. Attached Figure Description

[0027] Figure 1 This is a schematic diagram of the overall structure of a beam-column reinforcement structure.

[0028] Figure 2 This is a schematic diagram of the connection structure between a beam-column reinforcement structure support rod and an adjustment component.

[0029] Figure 3 This is a schematic diagram of a buffer and stress-relief component for beam-column reinforcement structures.

[0030] Figure 4 A schematic diagram of a positioning component for beam-column reinforcement structure;

[0031] Figure 5 A schematic diagram of a nut structure for beam-column reinforcement;

[0032] Figure 6 A schematic diagram of a cross-plate structure for beam-column reinforcement.

[0033] In the diagram: 1. Support rod; 2. Load-bearing shell; 3. Telescopic plate; 4. Limiting tube; 5. Load-bearing plate; 6. Damping rod; 7. Spring; 8. Locking hole; 9. Pin; 10. Fastening cover; 11. Hydraulic rod; 12. Stabilizing plate; 13. Positioning component; 14. Force plate; 15. Auxiliary tube; 16. Adjusting plate; 1301. Screw; 1302. Nut; 1303. Cross plate. Detailed Implementation

[0034] Please see Figures 1-6This utility model provides a beam and column reinforcement structure, including: support rods 1, wherein the support rods 1 are arranged vertically in pairs at intervals on opposite sides of the beam and column to be reinforced;

[0035] Each adjacent support rod 1 is connected by several horizontally spaced adjustment components. The support rod 1 and the adjustment components together constitute a beam-column reinforcement structure. The adjustment components are used to adjust the spacing of each support rod 1 to adapt to the reinforcement of beams and columns of different specifications and sizes, thereby improving the applicability of the beam-column reinforcement structure.

[0036] The bottom end of the support rod 1 is equipped with a buffer stress relief component. The support rod 1 is installed on the ground through the buffer stress relief component, which is used to absorb and transfer the pressure borne by the support rod 1, thereby improving the reinforcement performance of the beam and column reinforcement structure.

[0037] Furthermore, the adjustment component includes a width adjustment unit and a length adjustment unit;

[0038] The width adjustment unit is located between adjacent support rods 1 on the same side of the beam and column to be reinforced, and is used to adjust the width of the beam and column reinforcement structure.

[0039] The length adjustment unit is installed between the support rods 1 on opposite sides of the beam and column to be reinforced, and is used to adjust the length of the beam and column reinforcement structure.

[0040] Furthermore, the width adjustment unit includes: a limiting tube 4 vertically fixed to any one of the opposite sides of the support rod 1 on the same side of the beam-column reinforcement structure, and a telescopic plate 3 fixed on the other side of the opposite side corresponding to the limiting tube 4, the telescopic plate 3 being slidably inserted into the limiting tube 4.

[0041] The telescopic plate 3 has several limiting holes 1 through it along its extension direction, and the limiting tube 4 has a corresponding limiting hole 2. A limiting post is inserted into both the limiting hole 1 and the limiting hole 2.

[0042] It should be explained that by adjusting the insertion depth of the telescopic plate 3 in the limiting tube 4, the limiting column is inserted into the corresponding limiting hole 2 and limiting hole 1, thereby adjusting the width of the beam-column reinforcement structure.

[0043] Furthermore, the length adjustment unit includes: an L-shaped auxiliary tube 15 fixed to the side of any of the support rods 1 on the opposite side of the beam and column, the inner corner of the auxiliary tube 15 being oriented toward the beam and column reinforcement structure, the auxiliary tube 15 and the width adjustment unit being located on the opposite side of the support rod 1, and an L-shaped adjustment plate 16 correspondingly provided on the other support rod 1 fixed to the opposite side of the beam and column, the adjustment plate 16 being slidably inserted into the auxiliary tube 15;

[0044] The adjusting plate 16 has several insertion holes 1 through it along its extension direction, and the auxiliary tube 15 has a corresponding insertion hole 2. Insertion posts are inserted into both insertion holes 1 and insertion holes 2.

[0045] It should be explained that by adjusting the insertion depth of the adjusting plate 16 in the auxiliary tube 15, the insertion column is inserted into the corresponding insertion hole 2 and insertion hole 1, thereby adjusting the length of the beam-column reinforcement structure.

[0046] Furthermore, a load-bearing plate 14 is vertically disposed on the top of the support rod 1, away from the beam and column reinforcement structure.

[0047] Furthermore, the buffer stress relief assembly includes:

[0048] The load-bearing shell 2 has several locking holes 8 on the bottom side of the side away from the beam and column. The load-bearing shell 2 is fixed to the ground through the locking holes 8. The support rod 1 is slidably inserted into the load-bearing shell 2.

[0049] The stabilizing plate 12 has two sets of hydraulic rods 11 symmetrically and vertically arranged on its top near the center position. A load-bearing plate 5 is installed on the top of the hydraulic rods 11, and the load-bearing plate 5 is used to support the support rod 1.

[0050] A connecting hole is provided through the middle of the stabilizing plate 12, and a positioning member 13 is provided at the connecting hole. The stabilizing plate 12 is installed at the bottom of the load-bearing shell 2 through the positioning member 13.

[0051] The card hole 8 is fixed to the ground by a pin 9.

[0052] In this embodiment, the positioning component 13 is a screw 1301, and the bottom of the load-bearing shell 2 is provided with a threaded hole. During installation, the stabilizing plate 12 is fixed by connecting the screw 1301 with the threaded hole.

[0053] In another embodiment, the positioning component 13 includes a screw 1301 and a nut 1302. The bottom of the load-bearing shell 2 is provided with a threaded hole. During installation, the nut 1302 is placed between the stabilizing plate 12 and the top of the threaded hole. The stabilizing plate 12 is fixed by screwing the screw 1301 through the connecting hole and screwing it into the nut 1302 and the threaded hole, so that the connection between the stabilizing plate 12 and the load-bearing shell 2 is more firm and stable.

[0054] In another embodiment, the positioning component 13 includes a screw 1301 and a cross plate 1303. The bottom of the load-bearing shell 2 is provided with a threaded hole, and the cross plate 1303 is provided with a threaded hole in the middle. During installation, the cross plate 1303 is placed between the stabilizing plate 12 and the top of the threaded hole. The stabilizing plate 12 is fixed by screwing the screw 1301 through the connecting hole and screwing it into the cross plate 1303 and the threaded hole, so that the connection between the stabilizing plate 12 and the load-bearing shell 2 is more firm and stable. At the same time, it is convenient to disassemble the screw 1301.

[0055] Furthermore, a damping rod 6 is provided between the load-bearing plate 5 and the stabilizing plate 12, and the damping rod 6 is spaced apart on the opposite outer side of the hydraulic rod 11; a spring 7 is sleeved on the outer side of the damping rod 6, and the spring 7 is elastically supported between the load-bearing plate 5 and the stabilizing plate 12.

[0056] Preferably, the upper end of the damping rod 6 passes through the load-bearing plate 5, and the top end of the damping rod 6 is threaded with a fastening cap 10 for adjusting the buffering force of the damping rod 6.

[0057] In practice, the support rod is placed in the predetermined position, and the length of each adjustment component is adjusted according to the size of the beam and column to be reinforced, and the length is locked so that the beam and column reinforcement structure can cover and fit the side surface of the beam and column to reinforce the beam and column. Then, the buffer unloading component is fixed on the ground, and the pressure borne by the support rod is absorbed and transferred to the ground through the buffer unloading component, thereby improving the reinforcement performance of the beam and column reinforcement structure.

[0058] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A beam-column reinforcement structure, characterized in that, include: Support rods (1), the support rods (1) are arranged vertically in pairs on opposite sides of the beams and columns to be reinforced; Each adjacent support rod (1) is connected by several horizontally spaced adjustment components. The support rod (1) and the adjustment components together constitute a beam-column reinforcement structure. The adjustment components are used to adjust the spacing of each support rod (1) to adapt to the reinforcement of beams and columns of different specifications and sizes. The bottom end of the support rod (1) is equipped with a buffer unloading component. The support rod (1) is installed on the ground through the buffer unloading component to absorb and transfer the pressure borne by the support rod (1).

2. The beam-column reinforcement structure according to claim 1, characterized in that, The buffer and stress relief assembly includes: The load-bearing shell (2) has several locking holes (8) at the bottom of the side away from the beam and column. The load-bearing shell (2) is fixed to the ground through the locking holes (8). The support rod (1) is slidably inserted into the load-bearing shell (2). A stabilizing plate (12) has two sets of hydraulic rods (11) symmetrically and vertically arranged on its top near the center position. A load-bearing plate (5) is installed on the top of the hydraulic rods (11) and the load-bearing plate (5) is used to support the support rod (1). The stabilizing plate (12) has a through hole in the middle, and a positioning element (13) is provided at the through hole. The stabilizing plate (12) is installed at the bottom of the load-bearing shell (2) by means of the positioning element (13).

3. The beam-column reinforcement structure according to claim 2, characterized in that, A damping rod (6) is also provided between the load-bearing plate (5) and the stabilizing plate (12). The damping rod (6) is spaced apart on the opposite outer side of the hydraulic rod (11). A spring (7) is sleeved on the outer side of the damping rod (6). The spring (7) is elastically supported between the load-bearing plate (5) and the stabilizing plate (12).

4. The beam-column reinforcement structure according to claim 1, characterized in that, The adjustment assembly includes a width adjustment unit and a length adjustment unit; The width adjustment unit is set between adjacent support rods (1) on the same side of the beam and column to be reinforced, and is used to adjust the width of the beam and column reinforcement structure; The length adjustment unit is set between the support rods (1) on opposite sides of the beam and column to be reinforced, and is used to adjust the length of the beam and column reinforcement structure.

5. A beam-column reinforcement structure according to claim 4, characterized in that, The width adjustment unit includes: a limiting tube (4) vertically fixed on any one side of the opposite side of the support rod (1) adjacent to the same side of the beam and column reinforcement structure, and a telescopic plate (3) fixed on the other side of the opposite side corresponding to the limiting tube (4), and the telescopic plate (3) is slidably inserted into the limiting tube (4). The telescopic plate (3) has several limiting holes 1 through it along its extension direction, and the limiting tube (4) has a corresponding limiting hole 2. A limiting post is inserted into both the limiting hole 1 and the limiting hole 2.

6. A beam-column reinforcement structure according to claim 4, characterized in that, The length adjustment unit includes: an L-shaped auxiliary tube (15) fixed on the side of any of the support rods (1) on opposite sides of the beam and column, the inner corner of the auxiliary tube (15) facing the beam and column reinforcement structure, the auxiliary tube (15) and the width adjustment unit being located on opposite sides of the support rod (1), and an L-shaped adjustment plate (16) correspondingly provided on another support rod (1) fixed on opposite sides of the beam and column, the adjustment plate (16) being slidably inserted into the auxiliary tube (15); The adjustment plate (16) has several insertion holes 1 through it along its extension direction, and the auxiliary tube (15) has a corresponding insertion hole 2. Insertion pins are inserted into both insertion holes 1 and insertion holes 2.

7. A beam-column reinforcement structure according to claim 1, characterized in that, The top of the support rod (1) is vertically mounted with a load-bearing plate (14) away from the beam and column reinforcement structure.

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