Reinforcing and supporting structure for building transformation

Abstract

The utility model relates to a reinforcing and supporting structure for building transformation. The reinforcing and supporting structure is mainly and technically characterized by comprising a circular-truncated-cone-shaped base, a hollow cylinder supporting column, a telescopic column, a pin column, a fixed supporting plate, a tensioning mechanism and a steel wire rope. The structural design aims at being fast to install, easy to adjust and capable of adapting to different building structures and load requirements. The circular-truncated-cone-shaped base enhances stability, and the hollow supporting column reduces self weight and is convenient to install. The height of the telescopic column can be adjusted, the radial through hole in the telescopic column is matched with the supporting column installation hole, and flexible adjustment is achieved. The pin column locks the position of the telescopic column to ensure the structural stability. The fixed supporting plate is used for lifting the beam column, and the beam column is effectively reinforced and evenly pressed through the design of the tensioning mechanism and the steel wire rope. According to the technical scheme, the stress state of the beam column is optimized, the installation efficiency is improved, and the method is suitable for various building reconstruction projects.

Description

Technical Field

[0001] The present application relates to the technical field of building structures, and specifically to a reinforcement support structure for building renovation. Background Art

[0002] In the field of building renovation, traditional reinforcement methods for load-bearing structures such as beams and columns primarily rely on the addition of materials like concrete and steel to increase the structure's load-bearing capacity. While these methods can enhance structural stability and safety to a certain extent, they often suffer from long construction periods, high labor intensity, and significant impact on the building's original appearance. Furthermore, traditional reinforcement methods may not be applicable to certain types of building structures, such as historic buildings or modern buildings with unique designs. Therefore, a more efficient and flexible reinforcement technology is urgently needed. Utility Model Content

[0003] The purpose of this application is to provide a reinforcement support structure for building renovation, which can be quickly installed, easily adjusted, and adapted to different building structures and load requirements. To achieve the above objectives, this application provides the following technical solution: A reinforcement support structure for building renovation, comprising:

[0004] A base, the base being in a truncated cone shape;

[0005] A support column, the support column is coaxially arranged in the base, the support column is a hollow cylinder, and radial mounting holes are arranged around the periphery;

[0006] a telescopic column, the telescopic column being telescopically built into the support column, the telescopic column being evenly provided with a plurality of radial through holes along its axial direction, the through holes being adapted to the mounting holes;

[0007] a pin, the pin being inserted into the through hole and the mounting hole to lock the position of the telescopic column;

[0008] A fixed support plate is provided on the top of the telescopic column to support the end of the beam to be reinforced;

[0009] Tensioning mechanisms, wherein four of the tensioning mechanisms are symmetrically arranged on both sides above the ends of the beam to be reinforced and fixed on a column higher than the beam to be reinforced;

[0010] A steel wire rope is formed by passing through the two tensioning mechanisms located on the same side of the beam to be reinforced to form a closed loop. A reinforcement base plate is provided in the middle section of the steel wire rope, and the reinforcement base plate is located at the bottom of the beam to be reinforced.

[0011] The preferred technical solution of this invention is that the tensioning mechanism includes a fixed seat, a slider, a slide groove, a fastening bolt, a wire pulley, and an adjusting screw. The fixed seat is installed on a column higher than the beam to be reinforced. The fixed seat has a cavity and an internal threaded hole is provided on one side. The slide groove is provided on the side wall of the cavity. The slider is located in the cavity. The wire pulley is provided in the slider. The fastening bolt passes through the slide groove, the slider, and the wire pulley to guide the slider to slide along the slide groove. The adjusting screw can be rotatably connected to the slider after passing through the internal threaded hole. The adjusting screw is adapted to the internal threaded hole of the fixed seat. By rotating the adjusting screw, the slider can be fixed to different positions of the slide groove, thereby tensioning the wire rope.

[0012] Preferably, the present technical solution further comprises a side hook, wherein the side hook is arranged on the side wall of the fixed support plate.

[0013] Preferably, the technical solution is such that a plurality of the side hooks are evenly arranged along the two side walls of the fixed support plate.

[0014] Preferably, the present technical solution further includes reinforcing ribs, which are evenly arranged around the periphery of the support column.

[0015] Preferably, the width of the fixed support plate is greater than the width of the beam to be reinforced.

[0016] Preferably, the present technical solution further comprises wing plates, which are arranged on both sides of the fixed support plate and tilted upward, and the wing plates and the fixed support plate form a semi-enclosed structure for the beam to be reinforced.

[0017] Preferably, the two steel wire ropes are symmetrically arranged on both sides of the bottom surface of the reinforced base plate.

[0018] Preferably, the present technical solution further comprises a tightening hoop, which is sleeved on the middle section of the two steel wire ropes and brings the two steel wire ropes closer to the central axis of the beam to be reinforced.

[0019] Compared with the prior art, the present invention has the following advantages:

[0020] The truncated cone-shaped base design of the present application improves the stability of the base. The support column adopts a hollow cylindrical structure and is provided with radial mounting holes around it, which not only reduces the deadweight of the support column, but also provides a convenient and quick installation method. The introduction of the telescopic column enables the present application to adapt to the renovation needs of buildings of different heights. The multiple radial through holes evenly arranged along the axial direction of the telescopic column are adapted to the mounting holes of the support column, so that the position of the telescopic column can be flexibly adjusted, further improving the applicability of the reinforced support structure. The setting of the pin column effectively locks the position of the telescopic column and ensures the stability of the entire reinforced support structure. The setting of the fixed support plate enables the present application to firmly support the beams and columns to be reinforced. The introduction of the tensioning mechanism, through four tensioning mechanisms symmetrically arranged on both sides above the two ends of the beam to be reinforced, and fixed on a column higher than the beam to be reinforced, and the closed loop design of the wire rope, enables the present application to effectively reinforce the beams and columns through the tensioning mechanism. A fixed support plate is installed in the middle section of the wire rope, located at the bottom of the beam to be reinforced. This achieves uniform upward pressure on the beam column, ensuring that the beam column is evenly stressed and effectively avoiding damage to the beam column due to uneven stress. In summary, this application enhances the applicability of the reinforced support structure to meet the needs of building renovations of different heights; optimizes the stress state of the beam column, avoiding damage to the beam column due to uneven stress; and is quick to install and easy to adjust, improving installation efficiency and shortening the reinforcement cycle. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 This is a front view of a reinforcement support structure for building renovation proposed in an embodiment of the present application in use;

[0022] Figure 2 A three-dimensional schematic diagram of a reinforcement support structure for building renovation proposed in an embodiment of the present application in use;

[0023] Figure 3 This is a schematic diagram of a partial structure of a reinforcement support structure for building renovation proposed in an embodiment of the present application;

[0024] Figure 4 Schematic diagram of the reinforced bottom plate structure;

[0025] Figure 5 This is a schematic diagram of the connection relationship between the reinforcement base plate, wire rope and fastening hoop;

[0026] Figure 6 is a three-dimensional schematic diagram of a fastening hoop;

[0027] Figure 7 It is a three-dimensional schematic diagram of the tensioning mechanism;

[0028] Figure 8 This is another perspective schematic diagram of the tensioning mechanism;

[0029] Figure: 1. Base; 2. Support column; 3. Mounting hole; 4. Telescopic column; 5. Through hole; 6. Pin; 7. Fixing plate; 8. Tensioning mechanism; 9. Wire rope; 10. Reinforced bottom plate; 11. Fixing seat; 12. Slider; 13. Slide; 14. Fastening bolt; 15. Guide pulley; 16. Adjusting screw; 17. Side hook; 18. Reinforcement rib; 19. Wing plate; 20. Fastening hoop DETAILED DESCRIPTION

[0030] The following will be combined with the drawings in the embodiments of this application to clearly and completely describe the technical solutions in the embodiments of this application. Obviously, the embodiments described are only part of the embodiments of this application, not all of the embodiments. Based on the embodiments in this application, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of this application.

[0031] It should be noted that, in the description of this application, the terms "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship, are based on the orientation or position relationship shown in the accompanying drawings. They are only for the convenience of describing this application and simplifying the description. They do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, they cannot be understood as a limitation on this application.

[0032] Furthermore, it should be understood that for ease of description, the sizes of the various components shown in the drawings are not drawn according to actual proportions. For example, the thickness or width of certain layers may be exaggerated relative to other layers.

[0033] It should be noted that like numbers and letters represent similar items in the following figures, so once an item is defined or described in one figure, it will not need to be further discussed and described in detail in the description of the subsequent figures.

[0034] In order to solve the technical problems in the background technology, such as Figure 1-8 As shown, the present application provides a technical solution: a reinforcement support structure for building renovation, which has the following characteristics:

[0035] The base 1 is truncated cone-shaped, with a larger bottom diameter than the top diameter, providing a stable support base. The support column 2 is coaxially mounted within the base 1. This hollow cylindrical structure provides ample internal space for the telescopic column 4. Radially extending mounting holes 3 are evenly distributed throughout the perimeter of the support column 2. The number and placement of these holes are determined based on the actual pressure it will withstand. The telescopic column 4 can be telescopically integrated into the support column 2, and its axial length can be adjusted based on actual needs. The telescopic column 4 is also equipped with multiple radial through-holes 5 evenly distributed along its axial direction, which mate with the mounting holes 3 on the support column 2. Pins 6 are inserted into the through-holes 5 and mounting holes 3 to lock the telescopic column 4 in place, ensuring stable support for the beam to be reinforced. During use, the telescopic column 4 is adjusted to the appropriate length based on the height of the beam to be reinforced. The pins 6 are then inserted into the corresponding through-holes 5 and mounting holes 3 to lock the telescopic column 4 in place. A fixed support plate 7 is mounted on the top of the telescopic column 4 to ensure it remains level and stable, supporting the end of the beam to be reinforced. Its dimensions are larger than the beam to be reinforced, sufficient to accommodate it and ensure the safety and stability of the beam column. The aforementioned support devices are installed at both ends of the beam to be reinforced. Simultaneously, four tensioning mechanisms 8 are symmetrically positioned above each end of the beam and secured to a column higher than the beam. The tensioning mechanisms 8 are used to adjust the tightness of the wire rope 9 to ensure it effectively supports the beam. The tensioning mechanisms 8 can be eyebolts, which have a circular head on one end for threading the wire rope 9 and a threaded end that screws into a corresponding threaded hole in the column higher than the beam to be reinforced. The wire rope 9 passes through the two tensioning mechanisms 8 on the same side of the beam to be reinforced, forming a self-closing loop. A reinforcement base plate 10 is located midway between the wire rope 9 and at the bottom of the beam to be reinforced, transmitting the tension and upward force of the wire rope 9 to the beam.

[0036] During use, place the base 1 at the bottom of the beam to be reinforced, then insert the support column 2 into the base 1. Adjust the length of the telescopic column 4 according to the height of the beam to be reinforced and secure it in place with the pin 6. A fixed support plate 7 is located on top of the telescopic column 4 to support the beam to be reinforced. Install the tensioning mechanism 8 and secure it to a column higher than the beam to be reinforced. Then, pass the wire rope 9 through the tensioning mechanism 8 on the same side, forming a closed loop, and adjust its tension. The reinforcement base plate 10 is placed in the middle section of the two wire ropes 9, at the bottom of the beam to be reinforced.

[0037] It is worth noting that the tensioning mechanism 8 preferably includes the following components: a fixed seat 11, a slider 12, a slide 13, a fastening bolt 14, a guide wheel 15, and an adjusting screw 16. The fixed seat 11 is installed on a column that is higher than the beam to be reinforced. The fixed seat 11 has a cavity structure, and one side of it is provided with an internal threaded hole for cooperating with the adjusting screw 16. The slider 12 is located in the cavity of the fixed seat 11. A guide wheel 15 is provided inside the slider 12 for supporting and guiding the wire rope 9. The slide 13 is provided on the side walls on both sides of the cavity of the fixed seat 11, and the fastening bolt 14 passes through the slide 13, the slider 12 and the guide wheel 15. The shape and size of the slide 13 are adapted to the fastening bolt 14 to ensure that the fastening bolt 14 can slide smoothly along the slide 13, thereby guiding the slider 12 to slide along the slide 13. The design of the fastening bolt 14 ensures that the slider 12 remains stable during the sliding process. The adjusting screw 16 passes through the internal threaded hole of the fixing seat 11 and is rotatably connected to the slider 12. The adjusting screw 16 is adapted to the internal threaded hole of the fixing seat 11. Rotating the adjusting screw 16 can conveniently adjust the slider 12 to be fixed in different positions of the chute 13.

[0038] It should be noted that side hooks 17 are provided on the side walls of the fixed support plate 7. These side hooks 17 can be separate components, mounted on the edge of the fixed support plate 7 by welding, bolting, or other fixing methods. One end of the side hook is tightly connected to the side wall of the fixed support plate 7, and the other end extends outward and bends downward, forming a hook-shaped structure. After the wire rope 9 is tensioned, the side hook 17 is used to hook the wire rope 9 to prevent it from shifting under load or detaching from the reinforced base plate 10. The side hook 17 ensures the stability of the connection between the wire rope 9 and the reinforced base plate 10.

[0039] It should be noted that multiple side hooks 17 are evenly distributed on both side walls of the fixed support plate 7. This evenly distributed design ensures the stable fixation of the wire rope 9 on the fixed support plate 7. By evenly distributing multiple side hooks 17 along the side walls of the fixed support plate 7, the wire rope 9 can be fixed at multiple points, enhancing the stability and reliability of the entire reinforcement system.

[0040] It is noteworthy that multiple reinforcing ribs 18 are evenly distributed around the perimeter of support column 2. Ribs 18 can be attached to the outer surface of support column 2 by welding, bolting, or other reliable fixing methods. Ensure that each rib 18 is securely fastened in place to provide additional structural support. Ribs 18 help distribute loads, reducing bending and twisting of support column 2 under load, thereby improving the stability of the entire structure.

[0041] It's worth noting that the width of the fixed support plate 7 is intentionally designed to be larger than the width of the beam being reinforced. This design ensures that the fixed support plate 7 covers the entire bottom of the beam, even extending beyond its edges, thereby providing a wider support surface. This width design not only allows the fixed support plate 7 to directly support the beam but also distributes the load over a wider area, reducing localized pressure at the bottom of the beam and improving the stability and load-bearing capacity of the overall structure.

[0042] It should be noted that the wing panels 19 are designed as an upwardly inclined structure and are installed on both sides of the fixed support plate 7 to enhance the stability of the entire reinforced support structure and the protection of the crossbeam. This design not only increases the aesthetics of the structure, but more importantly, provides additional lateral support and protection. The wing panels 19 can be installed on the edge of the fixed support plate 7 by welding, bolting, or other reliable fixing methods to ensure its stability. The wing panels 19 form a semi-enclosed structure with the fixed support plate 7. This structural design helps to protect the sides of the crossbeam. The upwardly inclined design of the wing panels 19 provides additional lateral support, helps to resist lateral forces, and enhances the stability of the entire reinforced support structure.

[0043] It's worth noting that the two steel cables 9 are symmetrically arranged on either side of the underside of the reinforced base plate 10. This symmetrical arrangement ensures that the reinforced base plate 10 and the beams atop it can evenly withstand the tension from both sides, thereby improving the stability and load-bearing capacity of the entire structure. The symmetrical arrangement of the steel cables 9 allows the reinforced base plate 10 to evenly withstand the tension from both sides, reducing the risk of structural deformation or damage caused by uneven force.

[0044] It's important to note that the fastening hoop 20 is designed as an adjustable ring or belt-like structure, capable of enclosing and securing the middle sections of the two steel cables 9 and located beneath the reinforcement base plate 10. The position of the fastening hoop 20 ensures that the two steel cables 9 are aligned close to the central axis of the beam being reinforced, thereby providing a more concentrated support force. The use of the fastening hoop 20 enhances the integrity of the entire reinforcement support structure, providing a tighter and more stable connection between the steel cables 9, reinforcement base plate 10, and beam.

[0045] Although the embodiments of the present application have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present application, and the scope of the present application is defined by the appended claims and their equivalents.

Claims

1. A reinforcement support structure for building renovation, characterized in that: include: A base (1), wherein the base (1) is in a truncated cone shape; A support column (2), the support column (2) being coaxially arranged in the base (1), the support column (2) being a hollow cylinder, and having radial mounting holes (3) arranged around its periphery; A telescopic column (4), the telescopic column (4) being telescopically built into the support column (2), the telescopic column (4) being evenly provided with a plurality of radial through holes (5) along its axial direction, the through holes (5) being adapted to the mounting hole (3); A pin (6), the pin (6) being inserted into the through hole (5) and the mounting hole (3) to lock the position of the telescopic column (4); A fixed support plate (7), the fixed support plate (7) being arranged on the top of the telescopic column (4) and used for supporting the end of the beam to be reinforced; Tensioning mechanisms (8), wherein four tensioning mechanisms (8) are symmetrically arranged on both sides above the two ends of the beam to be reinforced and fixed on a column higher than the beam to be reinforced; A steel wire rope (9) is provided, wherein the steel wire rope (9) passes through the two tensioning mechanisms (8) located on the same side of the beam to be reinforced to form a closed loop, and a reinforcement base plate (10) is provided in the middle section of the steel wire rope (9), and the reinforcement base plate (10) is located at the bottom of the beam to be reinforced.

2. The reinforcement support structure for building renovation according to claim 1, characterized in that: The tensioning mechanism (8) comprises a fixing seat (11), a slider (12), a slide groove (13), a fastening bolt (14), a guide wheel (15), and an adjusting screw (16). The fixing seat (11) is installed on a column higher than the beam to be reinforced. The fixing seat (11) has a cavity and an internal threaded hole is provided on one side. The slide groove (13) is provided on the side wall of the cavity. The slider (12) is located in the cavity. The guide wheel (15) is provided in the slider (12). The fastening bolt (14) is passed through the fixing seat (11). The slide (13), the slider (12) and the guide wheel (15) are used to guide the slider (12) to slide along the slide (13). The adjusting screw (16) is rotatably connected to the slider (12) after passing through the internal threaded hole. The adjusting screw (16) is adapted to the internal threaded hole of the fixing seat (11). By rotating the adjusting screw (16), the slider (12) can be fixed to different positions of the slide (13), thereby tightening the wire rope (9).

3. The reinforcement support structure for building renovation according to claim 2, characterized in that: It also includes a side hook (17), and the side hook (17) is arranged on the side wall of the fixed support plate (7).

4. The reinforcement support structure for building renovation according to claim 3, characterized in that: A plurality of side hooks (17) are evenly arranged along the two side walls of the fixed support plate (7).

5. The reinforcement support structure for building renovation according to claim 1, characterized in that: It also includes reinforcing ribs (18), which are evenly arranged on the periphery of the supporting column (2).

6. The reinforcement support structure for building renovation according to claim 1, characterized in that: The width of the fixed support plate (7) is greater than the width of the beam to be reinforced.

7. The reinforcement support structure for building renovation according to claim 1, characterized in that: It also includes wing plates (19), which are arranged on both sides of the fixed support plate (7) and tilted upwards, and the wing plates (19) and the fixed support plate (7) form a semi-enclosed structure for the beam to be reinforced.

8. The reinforcement support structure for building renovation according to any one of claims 1 to 7, characterized in that: The two steel wire ropes (9) are symmetrically arranged on both sides of the bottom surface of the reinforced bottom plate (10).

9. The reinforcement support structure for building renovation according to claim 8, characterized in that: It also includes a fastening hoop (20), which is sleeved on the middle section of the two steel wire ropes (9) and brings the two steel wire ropes (9) closer to the central axis of the beam to be reinforced.

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