Reinforcing structure of slab staggering unit

Abstract

The utility model discloses a reinforcing structure of a slab staggering unit, which belongs to the technical field of building construction and comprises the slab staggering unit, transverse connecting beams positioned at the top and the bottom of the slab staggering unit, longitudinal support columns positioned on the side surface of the slab staggering unit and cross supports, l-shaped transition steel ring plates are arranged on the connecting edges of the tops, the bottoms and the side faces of the slab staggering units, and the longitudinal supporting columns, the cross supports, the upper transition steel ring plate and the lower transition steel ring plate are connected through bolts. The longitudinal supporting columns and the cross supports are of a telescopic rod structure so as to adapt to staggered slab units of different heights. The overall structural stability of the slab staggering unit is effectively improved, the slab staggering risk is reduced, adjustment can be conducted according to slab staggering units of different heights, the adaptability and flexibility of the structure are improved, and the design and construction complexity is reduced.

Description

Technical Field

[0001] The utility model belongs to the technical field of building construction, and in particular relates to a reinforcement structure of a staggered unit. Background Art

[0002] A staggered unit usually refers to a lateral support or lateral platform in a building structure. This structure is commonly found between walls, columns or other vertical support structures of a building to provide additional support or platform space. The design and installation of staggered unit reinforcement structures can improve the stability and structural strength of a building, while also providing a convenient working platform for construction workers.

[0003] The traditional staggered unit structure is easily affected by external loads such as wind, has poor stability, and is at risk of tilting or collapsing. The traditional structural design lacks flexibility and adjustability, cannot adapt to the needs of different heights or different environmental conditions, and has high construction and maintenance costs. Summary of the invention

[0004] The purpose of the utility model is to provide a reinforcement structure of the staggered unit, which effectively improves the overall structural stability of the staggered unit, reduces the risk of staggered units, can be adjusted according to staggered units of different heights, increases the adaptability and flexibility of the structure, and reduces the complexity of design and construction.

[0005] In order to achieve the above purpose, the specific technical solution of this application is as follows:

[0006] A reinforcement structure for a staggered unit, comprising a staggered unit, transverse connecting beams located at the top and bottom of the staggered unit, and longitudinal support columns and cross supports located at the sides of the staggered unit. The connecting edges of the top, bottom and sides of the staggered unit are provided with transition L-shaped transition steel ring plates, and the longitudinal support columns and cross supports are bolted to the upper and lower transition steel ring plates.

[0007] Based on the above technical features, further, the staggered unit has a reinforced concrete structure, wherein the concrete structure is wrapped with a fiber reinforced layer.

[0008] Based on the above technical features, further, an auxiliary steel plate is provided on the outer side of the fiber reinforced layer, and the thickness of the auxiliary steel plate is consistent with the thickness of the transition steel ring plate.

[0009] Preferably, the longitudinal support columns and cross supports adopt a telescopic rod structure to accommodate staggered units of different heights.

[0010] Preferably, a fixed base is provided at the bottom connecting edge of the staggered unit to provide additional stable support between the staggered unit and the foundation.

[0011] Preferably, the transverse connecting beam and the longitudinal support column are made of carbon fiber composite material or alloy steel.

[0012] Compared with the prior art, the beneficial effects of this application are:

[0013] The arrangement of the transverse connecting beams, longitudinal supporting columns and cross supports in the reinforcement structure of the utility model, as well as the application of transition steel ring plates, effectively improve the overall structural stability of the misaligned unit and reduce the risk of misalignment.

[0014] The preferred longitudinal support columns and cross supports of the utility model adopt a telescopic rod structure, which can be adjusted according to the staggered units of different heights, thereby increasing the adaptability and flexibility of the structure and reducing the complexity of design and construction;

[0015] Carbon fiber composite materials or alloy steel are used as the materials for transverse connecting beams and longitudinal supporting columns, which have good strength and corrosion resistance, effectively improving the performance and reliability of the structure;

[0016] A fixed base is provided at the bottom connection edge to provide additional stable support, further enhancing the connection stability between the staggered unit and the foundation, and reducing the risk of the structure being affected by external influences;

[0017] The reinforced concrete structure is wrapped with a fiber-reinforced layer on the outside, and the auxiliary steel plate is used to make the structure more durable and resistant to weathering, thus extending its service life. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is a structural schematic diagram of a reinforcement structure of a staggered unit of the utility model;

[0019] Figure 2 It is a side unfolded schematic diagram of a reinforcement structure of a staggered unit of the utility model;

[0020] List of Figure Symbols:

[0021] 1. Staggered unit; 2. Transverse connecting beam; 3. Longitudinal support column; 4. Cross support; 5. Transition steel ring plate; 6. Bolts; 7. Fiber reinforced layer; 8. Auxiliary steel plate; 9. Fixed base. DETAILED DESCRIPTION

[0022] The present invention will be further explained below in conjunction with the accompanying drawings and specific embodiments. It should be understood that the following specific embodiments are only used to illustrate the present invention and are not used to limit the scope of the present invention.

[0023] It should be noted that the words "up", "down", "left", "right", "front" and "rear" used in the following description refer to directions in the drawings, and the words "inside" and "outside" refer to directions toward or away from the geometric center of a specific component, respectively.

[0024] like Figure 1 and Figure 2 As shown, a reinforcement structure of a staggered unit is disclosed, including a staggered unit 1, a transverse connecting beam 2 located at the top and bottom of the staggered unit 1, and a longitudinal support column 3 and a cross support 4 located at the side of the staggered unit. The connecting edges of the top, bottom and side of the staggered unit 1 are provided with transition L-shaped transition steel ring plates 5, and the longitudinal support columns 3 and the cross support 4 are connected to the upper and lower transition steel ring plates 5 by bolts 6. Such a structure effectively improves the overall structural stability of the staggered unit and reduces the risk of staggering.

[0025] Based on the above technical features, further, the staggered unit 1 has a reinforced concrete structure, wherein the concrete structure wraps a fiber reinforced layer 7. Further, an auxiliary steel plate 8 is provided outside the fiber reinforced layer 7, and the thickness of the auxiliary steel plate 8 is consistent with the thickness of the transition steel ring plate 5. Such a structure has higher durability and weathering resistance, and prolongs the service life of the structure.

[0026] Preferably, the longitudinal support column 3 and the cross support 4 adopt a telescopic rod structure, which can be adjusted according to the staggered units of different heights to adapt to the staggered units of different heights, thereby increasing the adaptability and flexibility of the structure and reducing the complexity of design and construction.

[0027] Preferably, a fixed base 9 is provided at the bottom connecting edge of the staggered unit 1 to provide additional stable support, further enhance the connection stability between the staggered unit and the foundation, and reduce the risk of the structure being affected by external factors.

[0028] Preferably, the transverse connecting beam 2 and the longitudinal supporting column 3 are made of carbon fiber composite material or alloy steel, which has good strength and corrosion resistance, and effectively improves the performance and reliability of the structure.

[0029] It should be noted that the drawings only illustrate the technical ideas of the present invention, and the protection scope of the present invention cannot be limited by this shape. For ordinary technicians in this technical field, several improvements and modifications can be made without departing from the principles of the present invention. These improvements and modifications all fall within the protection scope of the claims of the present invention.

Claims

1. A reinforcement structure of a staggered unit, characterized in that: It includes a staggered unit, a transverse connecting beam located at the top and bottom of the staggered unit, a longitudinal support column and a cross support located at the side of the staggered unit, and the connecting edges of the top, bottom and side of the staggered unit are provided with a transition L-shaped transition steel ring plate, and the longitudinal support column and the cross support are bolted to the upper and lower transition steel ring plates.

2. The reinforcement structure of the staggered unit according to claim 1, characterized in that: The staggered unit has a reinforced concrete structure, wherein the concrete structure surrounds a fiber reinforcement layer.

3. The reinforcement structure of the staggered unit according to claim 2, characterized in that: An auxiliary steel plate is provided on the outer side of the fiber reinforced layer, and the thickness of the auxiliary steel plate is consistent with the thickness of the transition steel ring plate.

4. The reinforcement structure of the staggered unit according to claim 1, characterized in that: The longitudinal support columns and cross supports adopt telescopic rod structures.

5. The reinforcement structure of the staggered unit according to claim 1, characterized in that: A fixed base is provided at the bottom connecting edge of the staggered unit, which is used to provide additional stable support between the staggered unit and the foundation.

6. The reinforcement structure of the staggered unit according to claim 1, characterized in that: The transverse connecting beam and the longitudinal supporting column are made of carbon fiber composite material or alloy steel.

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