Fabricated prestress superposed beam-column joint for building

Abstract

The utility model relates to the technical field of building construction, and discloses an assembly type prestress superposed beam-column joint for buildings, which comprises vertical stress beam concrete, transverse stress beam concrete is fixedly connected to the outer wall of the vertical stress beam concrete, a vertical steel bar frame is fixedly connected to the inside of the vertical stress beam concrete, and the transverse stress beam concrete is fixedly connected to the vertical steel bar frame. A transverse type reinforcing steel bar frame is fixedly connected into the transverse type stress beam concrete, the outer wall of the transverse type reinforcing steel bar frame is fixedly connected to the outer wall of a vertical type reinforcing steel bar frame, a laminated vertical beam column is arranged in the vertical type reinforcing steel bar frame, an inclined plate is fixedly connected to the outer wall of the laminated vertical beam column, and a shell is arranged in the inclined plate. And the outer wall of the shell is arranged in the superposed vertical beam column. According to the rapid installation device, the spring is driven to be compressed by pushing the connecting rod, finally, the purpose of rapidly installing the superposed beam column joint is achieved, rapid positioning and connection of the beam column joint can be achieved through the rapid installation device, and the installation time of a single joint is shortened.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to a prefabricated prestressed composite beam-column joint for buildings. Background Technology

[0002] The prefabricated prestressed composite beam-column joint of a building is a key structural component consisting of precast beams, precast columns, composite layers, and prestressing tendons. The principle is to first pre-position the precast beams and columns, insert the prestressing tendons, and apply prestress to make them tightly connected.

[0003] In traditional prefabricated prestressed composite beam-column joints for buildings, prefabricated beams and columns with pre-reserved ducts and other structures are first pre-installed on the construction site. However, due to the lack of rapid installation devices, manual alignment and fixing of the joints are required, and a lot of time is spent precisely adjusting the position and angle of the beams and columns. Utility Model Content

[0004] To overcome the above shortcomings, this utility model provides a prefabricated prestressed composite beam-column joint for buildings, aiming to improve the problem that traditional prefabricated prestressed composite beam-column joints in buildings require a lot of time to accurately adjust the position and angle of the beams and columns.

[0005] To achieve the above objectives, the present invention provides the following technical solution:

[0006] A prefabricated prestressed composite beam-column joint for buildings includes a vertical stress beam concrete, a horizontal stress beam concrete fixedly connected to the outer wall of the vertical stress beam concrete, a vertical steel reinforcement frame fixedly connected inside the vertical stress beam concrete, a horizontal steel reinforcement frame fixedly connected inside the horizontal stress beam concrete, the outer wall of the horizontal steel reinforcement frame fixedly connected to the outer wall of the vertical steel reinforcement frame, a composite vertical beam-column disposed inside the vertical steel reinforcement frame, an inclined plate fixedly connected to the outer wall of the composite vertical beam-column, an outer shell disposed inside the inclined plate, the outer wall of the outer shell disposed inside the composite vertical beam-column, the outer wall of the composite vertical beam-column fixedly connected to the interior of the vertical stress beam concrete, a baffle fixedly connected to the interior of the outer shell, and a sliding component disposed inside the baffle.

[0007] Preferably, the sliding assembly includes a connecting rod, the outer wall of which is slidably connected to the inside of the baffle, a spring is fixedly connected to the outer wall of the connecting rod, a fixing block is fixedly connected to the outer wall of the connecting rod, and a support rod is rotatably connected to the outer wall of the fixing block.

[0008] Preferably, the outer wall of the spring is disposed on the outer wall of the baffle, and the outer wall of the support rod is disposed inside the stacked vertical beam column.

[0009] Preferably, the outer wall of the outer shell is threaded, and a rotating block is rotatably connected to the outer wall of the thread.

[0010] Preferably, the outer wall of the rotating block is disposed on the outer wall of the inclined plate, and the outer wall of the rotating block is fixedly connected to the interior of the horizontal stress beam concrete.

[0011] Preferably, the outer wall of the connecting rod is fixedly connected to the interior of the horizontal stress beam concrete, and the outer wall of the outer shell is fixedly connected to the interior of the horizontal stress beam concrete.

[0012] Preferably, the outer wall of the inclined plate is fixedly connected to a composite beam column, the interior of the composite beam column is provided with an L-shaped support plate, the outer wall of the L-shaped support plate is provided on the outer wall of the composite vertical beam column, the outer wall of the composite beam column is fixedly connected to the interior of the horizontal stress beam concrete, and the outer wall of the composite beam column is fixedly connected to the interior of the horizontal steel reinforcement frame.

[0013] Preferably, the composite beam column comprises a first glass fiber, a first carbon fiber cloth, a steel frame, a second carbon fiber cloth, and a second glass fiber.

[0014] This utility model has the following beneficial effects:

[0015] 1. In this utility model, by pushing the connecting rod to compress the spring, the fixing block slides with the compression of the spring. Then, the support rod slides under the action of the fixing block, and then the rotating block is rotated to fix the outer shell. Finally, the purpose of quickly installing the overlapping beam-column joint is achieved. The quick installation device can realize the quick positioning and connection of beam-column joints, shortening the installation time of a single joint.

[0016] 2. In this utility model, the first carbon fiber cloth is fixed by the first glass fiber support, and then the steel frame is fixed under the drive of the first carbon fiber cloth. Subsequently, the second carbon fiber cloth will be fixed along with the steel frame, thus achieving the purpose of strengthening the internal material. When bearing vertical and horizontal loads, it can better transmit and distribute internal forces, making the entire structural system more robust and reliable. Attached Figure Description

[0017] Figure 1 This is a three-dimensional structural schematic diagram of a prefabricated prestressed composite beam-column joint for buildings proposed in this utility model.

[0018] Figure 2 This is a partial structural diagram of a horizontal steel reinforcement frame for a prefabricated prestressed composite beam-column joint in a building, as proposed in this utility model.

[0019] Figure 3 This is a partial structural diagram of a vertical steel reinforcement frame for a prefabricated prestressed composite beam-column joint in a building, as proposed in this utility model.

[0020] Figure 4 This is a partial structural diagram of an inclined plate for a prefabricated prestressed composite beam-column joint in a building, as proposed in this utility model.

[0021] Figure 5 This is a partial structural diagram of the shell of a prefabricated prestressed composite beam-column joint for buildings, as proposed in this utility model.

[0022] Figure 6 This is a partial structural diagram of a prefabricated prestressed composite beam-column joint for buildings, as proposed in this utility model.

[0023] Figure 7 This is a partial structural diagram of a prefabricated prestressed composite beam-column joint for buildings, as proposed in this utility model.

[0024] Legend:

[0025] 1. Vertical stress beam concrete; 2. Horizontal stress beam concrete; 3. Vertical steel reinforcement frame; 4. Horizontal steel reinforcement frame; 5. Composite vertical beam-column; 6. Inclined plate; 7. Shell; 8. Baffle; 9. Spring; 10. Connecting rod; 11. Fixing block; 12. Support rod; 13. Thread; 14. Rotating block; 15. Composite horizontal beam-column; 16. First glass fiber; 17. First carbon fiber cloth; 18. Steel frame; 19. Second carbon fiber cloth; 20. Second glass fiber; 21. L-shaped support plate. Detailed Implementation

[0026] The technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0027] Reference Figures 1-3An embodiment of this utility model is provided: a prefabricated prestressed composite beam-column joint for buildings, including a vertical stress beam concrete 1, a horizontal stress beam concrete 2 fixedly connected to the outer wall of the vertical stress beam concrete 1, a vertical steel reinforcement frame 3 fixedly connected to the inside of the vertical stress beam concrete 1, a horizontal steel reinforcement frame 4 fixedly connected to the inside of the horizontal stress beam concrete 2, the outer wall of the horizontal steel reinforcement frame 4 fixedly connected to the outer wall of the vertical steel reinforcement frame 3, a composite vertical beam-column 5 is provided inside the vertical steel reinforcement frame 3, an inclined plate 6 is fixedly connected to the outer wall of the composite vertical beam-column 5, an outer shell 7 is provided inside the inclined plate 6, the outer wall of the outer shell 7 is located inside the composite vertical beam-column 5, the outer wall of the composite vertical beam-column 5 is fixedly connected to the inside of the vertical stress beam concrete 1, a baffle 8 is fixedly connected to the inside of the outer shell 7, and a sliding component is provided inside the baffle 8.

[0028] Specifically, the vertical stress beam concrete 1 is used to support the vertical steel reinforcement frame 3 to improve crack resistance and toughness. The vertical steel reinforcement frame 3 is used to support the composite vertical beam column 5 to prevent collapse. The horizontal stress beam concrete 2 is used to support the horizontal steel reinforcement frame 4 to prevent deformation and cracking. The horizontal steel reinforcement frame 4 is used to support the composite horizontal beam column 15 to prevent collapse. The composite vertical beam column 5 is used to support the inclined plate 6 for fixation. The inclined plate 6 is used to support the shell 7 for fixation.

[0029] Reference Figures 4-6 The sliding assembly includes a connecting rod 10, the outer wall of which is slidably connected to the inside of the baffle 8. A spring 9 is fixedly connected to the outer wall of the connecting rod 10, and a fixing block 11 is fixedly connected to the outer wall of the connecting rod 10. A support rod 12 is rotatably connected to the outer wall of the fixing block 11. The outer wall of the spring 9 is located on the outer wall of the baffle 8, and the outer wall of the support rod 12 is located inside the composite vertical beam column 5. The outer wall of the outer shell 7 is provided with a thread 13, and a rotating block 14 is rotatably connected to the outer wall of the thread 13. The outer wall of the rotating block 14 is located on the outer wall of the inclined plate 6, and the outer wall of the rotating block 14 is fixedly connected to the inside of the horizontal stress beam concrete 2. The outer wall of the connecting rod 10 is fixedly connected to the inside of the horizontal stress beam concrete 2, and the outer wall of the outer shell 7 is fixedly connected to the inside of the horizontal stress beam concrete 2.

[0030] Specifically, the outer shell 7 supports the connecting rod 10 for sliding, the connecting rod 10 drives the spring 9 for compression, the baffle 8 supports the connecting rod 10 for sliding, the connecting rod 10 drives the fixing block 11 for sliding, the fixing block 11 drives the support rod 12 for rotation, the support rod 12 is used to fix the stacked beam-column 5 and the inclined plate 6 to prevent collapse, and the rotating block 14 is used to fix the outer shell 7 and the inclined plate 6 to prevent movement. This allows for the rapid installation of the stacked beam-column joint. The rapid installation device enables the rapid positioning and connection of the beam-column joint.

[0031] Reference Figures 5-7The outer wall of the inclined plate 6 is fixedly connected to the composite beam column 15. The interior of the composite beam column 15 is provided with an L-shaped support plate 21. The outer wall of the L-shaped support plate 21 is provided on the outer wall of the composite vertical beam column 5. The outer wall of the composite beam column 15 is fixedly connected to the interior of the horizontal stress beam concrete 2. The outer wall of the composite beam column 15 is fixedly connected to the interior of the horizontal steel reinforcement frame 4. The composite beam column 15 includes a first glass fiber 16, a first carbon fiber cloth 17, a steel frame 18, a second carbon fiber cloth 19, and a second glass fiber 20.

[0032] Specifically, the first glass fiber 16 has high tensile strength and can withstand large tensile forces. In beam-column joints, it can work together with concrete to share the tensile force, improve the tensile strength of the joint, and reduce the possibility of cracks caused by tensile forces. The first carbon fiber cloth 17 has good chemical stability and is almost unaffected by the corrosion of chemicals such as acids, alkalis, and salts. In prefabricated structures, the use of carbon fiber cloth can avoid corrosion damage to beam-column joints caused by environmental factors. The steel frame 18 has high strength and stiffness. Setting the steel frame 18 at the composite beam-column joint can effectively share the bending moment borne by the joint, thereby achieving the effect of strengthening the internal material, better transmitting and distributing internal forces, and making the entire structural system more robust and reliable.

[0033] Working principle: When the prefabricated prestressed composite beam-column joint of a building is required, the connecting rod 10 is pressed to compress the spring 9, thereby causing the connecting rod 10 to slide inside the baffle 8. At the same time, the fixing block 11 slides, causing the support rod 12 to rotate, which in turn causes the outer shell 7 to slide inside the inclined plate 6 and the composite vertical beam-column 5. The rotating block 14 rotates on the outer wall of the thread 13, and then the rotating block 14 is fixed to the outer wall of the inclined plate 6. The L-shaped support plate 21 is used to support and fix the composite vertical beam-column 5 and the composite horizontal beam-column 15 to prevent breakage. This allows for the rapid installation of the composite beam-column joint. The rapid installation device can achieve rapid positioning and connection of the beam-column joint, shortening the installation time of a single joint.

[0034] The first glass fiber 16 supports and fixes the first carbon fiber cloth 17, thereby fixing the steel frame 18, which in turn fixes the second carbon fiber cloth 19 and the second glass fiber 20. This strengthens the internal material and allows for better transmission and distribution of internal forces when subjected to vertical and horizontal loads, making the entire structural system more robust and reliable.

[0035] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A prefabricated prestressed composite beam-column joint for buildings, comprising a vertical prestressed concrete beam (1), characterized in that: The outer wall of the vertical stress beam concrete (1) is fixedly connected to the horizontal stress beam concrete (2). The interior of the vertical stress beam concrete (1) is fixedly connected to the vertical steel reinforcement frame (3). The interior of the horizontal stress beam concrete (2) is fixedly connected to the horizontal steel reinforcement frame (4). The outer wall of the horizontal steel reinforcement frame (4) is fixedly connected to the outer wall of the vertical steel reinforcement frame (3). The interior of the vertical steel reinforcement frame (3) is provided with a composite vertical beam column (5). The outer wall of the composite vertical beam column (5) is fixedly connected to the inclined plate (6). The interior of the inclined plate (6) is provided with a shell (7). The outer wall of the shell (7) is located inside the composite vertical beam column (5). The outer wall of the composite vertical beam column (5) is fixedly connected to the interior of the vertical stress beam concrete (1). The interior of the shell (7) is fixedly connected to a baffle (8). The interior of the baffle (8) is provided with a sliding component.

2. The prefabricated prestressed composite beam-column joint for buildings according to claim 1, characterized in that: The sliding assembly includes a connecting rod (10), the outer wall of which is slidably connected to the inside of the baffle (8), a spring (9) is fixedly connected to the outer wall of the connecting rod (10), a fixing block (11) is fixedly connected to the outer wall of the connecting rod (10), and a support rod (12) is rotatably connected to the outer wall of the fixing block (11).

3. A prefabricated prestressed composite beam-column joint for buildings according to claim 2, characterized in that: The outer wall of the spring (9) is set on the outer wall of the baffle (8), and the outer wall of the support rod (12) is set inside the stacked vertical beam (5).

4. A prefabricated prestressed composite beam-column joint for buildings according to claim 2, characterized in that: The outer wall of the outer shell (7) is provided with a thread (13), and a rotating block (14) is rotatably connected to the outer wall of the thread (13).

5. A prefabricated prestressed composite beam-column joint for buildings according to claim 4, characterized in that: The outer wall of the rotating block (14) is set on the outer wall of the inclined plate (6), and the outer wall of the rotating block (14) is fixedly connected to the interior of the horizontal stress beam concrete (2).

6. A prefabricated prestressed composite beam-column joint for buildings according to claim 2, characterized in that: The outer wall of the connecting rod (10) is fixedly connected to the interior of the horizontal stress beam concrete (2), and the outer wall of the outer shell (7) is fixedly connected to the interior of the horizontal stress beam concrete (2).

7. A prefabricated prestressed composite beam-column joint for buildings according to claim 1, characterized in that: The outer wall of the inclined plate (6) is fixedly connected to the composite beam column (15), and the interior of the composite beam column (15) is provided with an L-shaped support plate (21). The outer wall of the L-shaped support plate (21) is provided on the outer wall of the composite vertical beam column (5). The outer wall of the composite beam column (15) is fixedly connected to the interior of the horizontal stress beam concrete (2). The outer wall of the composite beam column (15) is fixedly connected to the interior of the horizontal steel reinforcement frame (4).

8. A prefabricated prestressed composite beam-column joint for buildings according to claim 7, characterized in that: The composite beam column (15) includes a first glass fiber (16), a first carbon fiber cloth (17), a steel frame (18), a second carbon fiber cloth (19), and a second glass fiber (20).

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