Reinforced concrete frame structure and construction method thereof

By using the steel plates and rubber sheets of the base in the reinforced concrete frame structure to absorb seismic energy, and using support and reinforcement components to enhance structural support, the problem of stability and impact resistance of the structure under strong earthquakes is solved, and higher earthquake resistance is achieved Performance and security.

CN119266377APending Publication Date: 2025-01-07CHINA MCC17 GRP CO LTD
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Patent Information

Application Number
CN202411528130.2
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-10-30
Publication Date
2025-01-07

AI Technical Summary

Technical Problem

The existing reinforced concrete frame structure may produce large horizontal displacement and deformation under strong earthquake action, affecting the overall stability, and the nodes may be damaged due to excessive loads.

Method used

Using a base design, in which steel plates and rubber sheets are arranged at laminated intervals between the base plate and the top plate, increasing the elastic sheets to absorb and dissipate seismic energy, and improving the support and reinforcement of the beams and columns through the support and reinforcement components, enhancing the seismic resistance of the structure. and impact resistance.

Benefits of technology

Effectively reduce the load of the building under the action of earthquakes, improve the seismic resistance of the base, reduce the deformation of the beams, enhance the safety and stability of the structure, prevent collapse, and improve the overall seismic resistance of the building.

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Abstract

The invention discloses a reinforced concrete frame structure and a construction method thereof.The reinforced concrete frame structure comprises a base, a first stand column and a cross beam, the base comprises a bottom plate and a top plate, steel plates and rubber sheets are arranged between the bottom plate and the top plate in a stacked and spaced mode, a steel bar frame is arranged on the outer side of the bottom plate, and connecting steel bars are arranged on the outer side of the top plate; an elastic piece is installed at the corner between the bottom plate and the top plate through a first fixing bolt, an extending steel bar is arranged at the lower end of the first stand column and connected with a steel bar frame and a connecting steel bar, and the other end of the first stand column is connected with a second stand column through a connecting assembly. The cross beam is connected to the end, away from the first stand column, of the second stand column, a supporting assembly is arranged at the joint of the cross beam and the second stand column, and a reinforcing assembly is arranged in the cross beam. The earthquake action borne by a building can be reduced, the joint of the cross beam and the first stand column can be supported, and deformation of the cross beam is reduced.
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Description

Technical Field

[0001] The invention relates to the technical field of building structure reinforcement, in particular to a reinforced concrete frame structure and a construction method thereof. Background Art

[0002] Reinforced concrete structure refers to a structure made of concrete reinforced with steel bars. The main load-bearing components are made of reinforced concrete. It includes thin shell structures, large formwork cast-in-place structures, and reinforced concrete structures built using slipforms, lifting plates, etc. A structure made of steel bars and concrete. The steel bars bear tension, and the concrete bears compression.

[0003] Referring to the existing Chinese patent with publication number CN115450479A, a reinforced concrete frame structure is disclosed, including a reinforced concrete foundation, a prefabricated reinforced concrete column 1 is attached to the upper end of the reinforced concrete foundation, and a connecting block 1 is fixedly connected to the upper end of the prefabricated reinforced concrete column 1, a connecting block 2 is attached to the connecting block 1, and the connecting block 2 is fixedly connected to the bottom end of the prefabricated reinforced concrete column 2, a prefabricated reinforced concrete beam is attached to the upper end of the prefabricated reinforced concrete column 2, the bottom end of the prefabricated reinforced concrete column 1 is clamped in a connecting piece 1 and fixedly connected by bolts, and the bottom end of the connecting piece 1 is fixedly connected to the reinforced concrete foundation by a positioning screw and a positioning threaded sleeve.

[0004] The above-mentioned reinforced concrete frame structure is provided with a shock absorbing device, which improves the stiffness and ductility of the beam-column joint and significantly improves the seismic performance of the beam-column joint. The present invention realizes the detachability of the structure, and the bolt connection between the prefabricated reinforced concrete components allows the components to be quickly disassembled and assembled, so that any frame components damaged by an earthquake can be replaced in time. However, the above-mentioned reinforced concrete frame structure still has some disadvantages, such as: the bottom end of the connecting piece is fixedly connected to the reinforced concrete foundation by a positioning screw and a positioning threaded sleeve. Under the action of a strong earthquake, the frame structure may produce a large horizontal displacement and deformation, thereby affecting its overall stability, and the node may be damaged due to excessive load. Therefore, we need to propose a reinforced concrete frame structure and a construction method thereof. Summary of the invention

[0005] The object of the present invention is to provide a reinforced concrete frame structure and a construction method thereof to solve the problems raised in the above background technology.

[0006] To achieve the above object, the present invention provides the following technical solutions:

[0007] A reinforced concrete frame structure, comprising:

[0008] A base, the base comprising a bottom plate and a top plate, a steel plate and a rubber sheet are stacked and spaced between the bottom plate and the top plate, a steel bar frame is provided on the outside of the bottom plate, a connecting steel bar is provided on the outside of the top plate, and an elastic sheet is installed at the corner between the bottom plate and the top plate through a first fixing bolt;

[0009] A first column, an extended steel bar at the lower end of the first column, the extended steel bar is connected to the steel bar frame and the connecting steel bar, and the other end of the first column is connected to the second column via a connecting assembly;

[0010] A crossbeam is connected to an end of the second column away from the first column, a support component is provided at the connection between the crossbeam and the second column, and a reinforcement component is provided inside the crossbeam.

[0011] Preferably, a support member is mounted on the top plate via a first mounting bolt, and a second mounting bolt is mounted on the other end of the support member.

[0012] Preferably, the connection assembly includes a connection frame, the connection frame is sleeved at the connection between the first column and the second column, and the connection frame is connected to the first column and the second column through a plurality of second fixing bolts.

[0013] Preferably, the connection assembly further includes a reinforcing plate, and the reinforcing plate is fixedly mounted on the connection frame by a plurality of third fixing bolts.

[0014] Preferably, the support assembly includes a support frame, the support frame is connected to the cross beam and one end of the second column through a third mounting bolt, and a support plate is welded to the support frame.

[0015] Preferably, a connecting groove is formed between the supporting plate and the supporting frame, and an annular member is provided in the connecting groove.

[0016] Preferably, the four corners of the first column and the second column are provided with reinforcement corners, and the first column and the second column are provided with cross-shaped reinforcement pieces.

[0017] Preferably, the reinforcement assembly includes a corrugated plate, and both ends of the corrugated plate are fixedly connected to the crossbeam via a mounting plate.

[0018] Preferably, the reinforcement assembly includes a plurality of support rods, the plurality of support rods are welded inside the cross beam, and a plurality of adjacent support rods are arranged at a certain angle.

[0019] A construction method for a reinforced concrete frame structure comprises the following steps:

[0020] S1. Construction preparation: First determine the point, then dig out the beam trench after determining the framework, then pour a layer of concrete in the foundation pit, connect the support to the top plate through the first mounting bolt, then place the base in the tunnel, and use the second bolt to connect the support to the tunnel. The base can play a role in reinforcing the house;

[0021] S2, connecting the first column to the base: connecting the extended steel bars at the lower end of the first column to the steel bar frame and the connecting steel bars, that is, completing the connection between the first column and the base, and then pouring concrete until the foundation pit is flush with the ground, and then laying the foundation;

[0022] S3, connecting the first column and the second column: the connecting frame is sleeved on one end of the first column, and the connecting frame is fixedly installed on the first column using a second fixing bolt, and then one end of the second column is sleeved on the other end of the connecting frame, and the connecting block is connected to the second column using a second fixing bolt;

[0023] S4. Support assembly connection: Use the second fixing bolt to connect the support frame to the crossbeam and one end of the second column. The support frame, support plate and annular member can provide shock-absorbing support while supporting the crossbeam.

[0024] Compared with the prior art, the present invention has the following beneficial effects:

[0025] 1. When an earthquake occurs, the energy generated by the ground movement is first absorbed and dissipated by the base, and only a small part of the energy is transmitted to the upper structure through the base, thereby greatly reducing the earthquake effect on the building. Steel plates and rubber sheets are stacked and arranged at intervals in the middle of the base. The rigidity of the steel plates enables the base to remain stable under vertical loads to prevent the collapse of the building. The flexibility of the rubber sheets enables the base to automatically reset after the earthquake. Even if the building does not completely return to its original position, the rubber sheets will slowly pull it back to its original position. The setting of the elastic sheets can improve the earthquake resistance of the base.

[0026] 2. The present invention can support the connection between the crossbeam and the first column by setting a supporting component, thereby reducing deformation of the crossbeam. In addition, by setting a reinforcing component inside the crossbeam, the crossbeam can be reinforced, which can improve the strength and impact resistance of the crossbeam, enable it to withstand greater weight, and improve the safety of the structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 It is a structural schematic diagram of the present invention;

[0028] Figure 2 It is a cross-sectional structural schematic diagram of the present invention;

[0029] Figure 3 for Figure 2 Enlarged view of point A in the middle;

[0030] Figure 4 It is a schematic diagram of the base structure of the present invention;

[0031] Figure 5 It is a schematic cross-sectional structural diagram of the first column of the present invention;

[0032] Figure 6 It is a schematic structural diagram of another embodiment of the present invention.

[0033] In the figure: 1. bottom plate; 2. top plate; 3. support rod; 4. steel plate; 5. rubber sheet; 6. steel bar frame; 7. connecting steel bar; 8. first fixing bolt; 9. elastic sheet; 10. first column; 11. extension steel bar; 12. second column; 13. crossbeam; 14. first mounting bolt; 15. support member; 16. second mounting bolt; 17. connecting frame; 18. second fixing bolt; 19. reinforcing plate; 20. third fixing bolt; 21. supporting frame; 22. third mounting bolt; 23. supporting plate; 24. connecting groove; 25. ring member; 26. reinforcement angle; 27. well-shaped reinforcement member; 28. wavy plate; 29. ​​mounting plate. DETAILED DESCRIPTION

[0034] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0035] Embodiment 1:

[0036] See also Figure 1-5 , the present invention provides a technical solution:

[0037] A reinforced concrete frame structure, comprising:

[0038] The base comprises a bottom plate 1 and a top plate 2, a steel plate 4 and a rubber sheet 5 are stacked and spaced between the bottom plate 1 and the top plate 2, a steel bar frame 6 is arranged on the outside of the bottom plate 1, a connecting steel bar 7 is arranged on the outside of the top plate 2, and an elastic sheet 9 is installed at the corner between the bottom plate 1 and the top plate 2 through a first fixing bolt 8;

[0039] The rigidity of the steel plate 4 enables the base to remain stable under vertical loads and prevent the collapse of the building. The flexibility of the rubber sheet 5 enables the base to automatically reset after the earthquake. Even if the building has not completely returned to its original position, the rubber sheet 5 will slowly pull it back to its original position. The elastic sheet 9 can be installed between the bottom plate 1 and the top plate 2 through the first fixing bolt 8. The elastic sheet 9 can improve the earthquake resistance of the base, and the steel frame 6 can strengthen the fixing effect of the base.

[0040] A first column 10, an extended steel bar 11 at the lower end of the first column 10, the extended steel bar 11 is connected to the steel bar frame 6 and the connecting steel bar 7, the other end of the first column 10 is connected to the second column 12 through a connecting assembly, the connecting assembly includes a connecting frame 17, the connecting frame 17 is sleeved at the connection between the first column 10 and the second column 12, and the connecting frame 17 is connected to the first column 10 and the second column 12 through a plurality of second fixing bolts 18, and the connecting assembly also includes a reinforcing plate 19, and the reinforcing plate 19 is fixedly mounted on the connecting frame 17 through a plurality of third fixing bolts 20;

[0041] The extended steel bar 11 is connected to the steel bar frame 6 and the connecting steel bar 7, which is convenient for fixing the first column 10 on the base. The second fixing bolt 18 can be used to fix the connecting frame 17 at the connection between the first column 10 and the second column 12, which can improve the connection effect of the first column 10 and the second column 12. When the reinforcing plate 19 is installed, a plurality of third fixing bolts 20 fix the reinforcing plate 19 on the outside of the connecting frame 17, which can reinforce the connecting frame 17, thereby improving the connection stability of the first column 10 and the second column 12.

[0042] The cross beam 13 is connected to one end of the second column 12 away from the first column 10. A support assembly is provided at the connection between the cross beam 13 and the second column 12. The support assembly includes a support frame 21. The support frame 21 is connected to the cross beam 13 and one end of the second column 12 through a third mounting bolt 22. A support plate 23 is welded to the support frame 21. A connecting groove 24 is formed between the support plate 23 and the support frame 21, and a ring member 25 is provided in the connecting groove 24.

[0043] When the support frame 21 is connected to one end of the second column 12 and the cross beam 13, the third mounting bolts 22 are used to connect and fix the two ends of the support frame 21 to the second column 12 and the cross beam 13. The support frame 21 can support the cross beam 13, and the support plate 23 is provided to improve the support effect. The annular member 25 is provided to provide buffering in the event of an earthquake, thereby improving the earthquake resistance effect.

[0044] A reinforcement component is provided inside the cross beam 13 , and the reinforcement component includes a corrugated plate 28 . Both ends of the corrugated plate 28 are fixedly connected to the cross beam 13 via mounting plates 29 .

[0045] The corrugated plate 28 can improve the strength and impact resistance of the cross beam 13, so that it can bear a greater weight and improve the safety of the structure.

[0046] Furthermore, four corners of the first column 10 and the second column 12 are provided with reinforcement corners 26 , and the first column 10 and the second column 12 are provided with cross-shaped reinforcement members 27 .

[0047] By setting the reinforcement angle 26, the supporting effect of the first column 10 and the second column 12 can be improved, and the overall stability of the structure can be effectively improved. The cross-shaped reinforcement member 27 can withstand a part of the diagonal tensile stress, thereby reducing the stress burden of concrete and steel bars and extending the service life of the first column 10 and the second column 12.

[0048] On the basis of the above embodiment, a support member 15 is mounted on the top plate 2 via a first mounting bolt 14 , and a second mounting bolt 16 is mounted on the other end of the support member 15 .

[0049] When installing the base, use the first mounting bolt 14 to connect one end of the support member 15 to the top plate 2, and then use the second mounting bolt 16 to connect to the foundation pit. The support member 15 can support the base to further improve the seismic resistance of the base.

[0050] Embodiment 2:

[0051] See also Figure 6 The difference between this embodiment 2 and embodiment 1 is that the reinforcement components are different:

[0052] The reinforcement assembly includes a plurality of support rods 3 , which are welded inside the cross beam 13 , and a plurality of adjacent support rods 3 are arranged at a certain angle.

[0053] By setting up a plurality of support rods 3, the supporting effect of the beam 13 can be improved to prevent it from being deformed or damaged due to excessive load or external force, thereby ensuring the safety and stability of the entire structure. A plurality of support rods 3 can withstand part of the seismic force, reduce the stress burden on the beam 13 and the column, help maintain the integrity and stability of the structure, and reduce earthquake losses.

[0054] A construction method for a reinforced concrete frame structure comprises the following steps:

[0055] S1. Construction preparation: First determine the point, then dig out the beam trench after determining the framework, then pour a layer of concrete in the foundation pit, connect the support to the top plate through the first mounting bolt, then place the base in the tunnel, and use the second bolt to connect the support to the tunnel. The base can play a role in reinforcing the house;

[0056] S2, connecting the first column to the base: connecting the extended steel bars at the lower end of the first column to the steel bar frame and the connecting steel bars, that is, completing the connection between the first column and the base, and then pouring concrete until the foundation pit is flush with the ground, and then laying the foundation;

[0057] S3, connecting the first column and the second column: the connecting frame is sleeved on one end of the first column, and the connecting frame is fixedly installed on the first column using a second fixing bolt, and then one end of the second column is sleeved on the other end of the connecting frame, and the connecting block is connected to the second column using a second fixing bolt;

[0058] S4. Support assembly connection: Use the second fixing bolt to connect the support frame to the crossbeam and one end of the second column. The support frame, support plate and annular member can provide shock-absorbing support while supporting the crossbeam.

[0059] Working principle: Place the base in the foundation pit, then use the first mounting bolt 14 to connect one end of the support member 15 to the top plate 2, and then use the second mounting bolt 16 to connect to the foundation pit, the extended steel bar 11 at the lower end of the first column 10 is connected to the steel bar frame 6 and the connecting steel bar 7, and then the connecting frame 17 is sleeved on one end of the first column 10, and the second fixing bolt 18 is used to fix the connecting frame 17 on the first column 10, and then one end of the second column 12 is sleeved on the other end of the connecting frame 17, and the second fixing bolt 18 is used to connect the connecting block to the second column 12;

[0060] Next, use the third mounting bolts 22 to connect and fix the two ends of the support frame 21 to the second column 12 and the beam 13. The support plate 23 and the annular member 25 can provide buffering in the event of an earthquake to improve the earthquake resistance. The reinforcement assembly can increase the strength and impact resistance of the beam 13, allowing it to withstand greater weight and improve the safety of the structure.

[0061] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A reinforced concrete frame structure, characterized in that: include; A base, the base comprising a bottom plate (1) and a top plate (2), a steel plate (4) and a rubber sheet (5) being stacked and spaced between the bottom plate (1) and the top plate (2), a steel frame (6) being provided on the outside of the bottom plate (1), a connecting steel bar (7) being provided on the outside of the top plate (2), and an elastic sheet (9) being installed at a corner between the bottom plate (1) and the top plate (2) via a first fixing bolt (8); A first column (10), an extended steel bar (11) at the lower end of the first column (10), the extended steel bar (11) being connected to a steel bar frame (6) and a connecting steel bar (7), and the other end of the first column (10) being connected to a second column (12) via a connecting assembly; A crossbeam (13), wherein the crossbeam (13) is connected to an end of the second column (12) away from the first column (10), a support component is provided at the connection between the crossbeam (13) and the second column (12), and a reinforcement component is provided inside the crossbeam (13).

2. A reinforced concrete frame structure according to claim 1, characterized in that: A support member (15) is mounted on the top plate (2) via a first mounting bolt (14), and a second mounting bolt (16) is mounted on the other end of the support member (15).

3. A reinforced concrete frame structure according to claim 1, characterized in that: The connection assembly comprises a connection frame (17), the connection frame (17) is sleeved at the connection between the first column (10) and the second column (12), and the connection frame (17) is connected to the first column (10) and the second column (12) via a plurality of second fixing bolts (18).

4. A reinforced concrete frame structure according to claim 3, characterized in that: The connection assembly also includes a reinforcing plate (19), and the reinforcing plate (19) is fixedly mounted on the connection frame (17) via a plurality of third fixing bolts (20).

5. A reinforced concrete frame structure according to claim 1, characterized in that: The support assembly comprises a support frame (21), the support frame (21) is connected to the cross beam (13) and one end of the second column (12) via a third mounting bolt (22), and a support plate (23) is welded to the support frame (21).

6. A reinforced concrete frame structure according to claim 5, characterized in that: A connecting groove (24) is formed between the supporting plate (23) and the supporting frame (21), and an annular member (25) is provided in the connecting groove (24).

7. A reinforced concrete frame structure according to claim 1, characterized in that: Reinforcement corners (26) are provided at the four corners of the first column (10) and the second column (12), and cross-shaped reinforcement members (27) are provided on the first column (10) and the second column (12).

8. A reinforced concrete frame structure according to claim 1, characterized in that: The reinforcement component comprises a corrugated plate (28), and both ends of the corrugated plate (28) are fixedly connected to the crossbeam (13) via a mounting plate (29).

9. A reinforced concrete frame structure according to claim 1, characterized in that: The reinforcement assembly comprises a plurality of support rods (3), wherein the plurality of support rods (3) are welded inside the crossbeam (13), and a plurality of adjacent support rods (3) are arranged at a certain angle.

10. A construction method for a reinforced concrete frame structure, characterized in that: The method comprises the following steps: S1. Construction preparation: First determine the point, then dig out the beam trench after determining the framework, then pour a layer of concrete in the foundation pit, connect the support to the top plate through the first mounting bolt, then place the base in the tunnel, and use the second bolt to connect the support to the tunnel. The base can play a role in reinforcing the house; S2, connecting the first column to the base: connecting the extended steel bars at the lower end of the first column to the steel bar frame and the connecting steel bars, that is, completing the connection between the first column and the base, and then pouring concrete until the foundation pit is flush with the ground, and then laying the foundation; S3, connecting the first column and the second column: the connecting frame is sleeved on one end of the first column, and the connecting frame is fixedly installed on the first column using a second fixing bolt, and then one end of the second column is sleeved on the other end of the connecting frame, and the connecting block is connected to the second column using a second fixing bolt; S4. Support assembly connection: Use the second fixing bolt to connect the support frame to the crossbeam and one end of the second column. The support frame, support plate and annular member can provide shock-absorbing support while supporting the crossbeam.

Citation Information

Patent Citations

  • Reinforced concrete frame structure

    CN115450479A