Building steel frame and laminated slab connecting structure convenient to assemble
By setting up vertical reinforcement plates and hanging square pipes on the prefabricated base plates, combined with anti-shaking hanging parts, the safety hazards of temporary support inconvenient disassembly and lifting are solved, and stability and safety are improved, construction costs are reduced and efficiency is improved.
Patent Information
- Application Number
- CN202510740283.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-06-04
- Publication Date
- 2025-07-25
AI Technical Summary
The existing temporary support and prefabricated base plate are fixed by welding or bolt fastening. After the prefabricated concrete laminated plate is transported to the designated position, the temporary support is inconvenient for disassembly and reuse, resulting in increased construction cost and low construction efficiency, and safety hazards are present during the lifting process, and the laminated plate is prone to damage.
Several vertical reinforcement plates and hanging square pipes are installed on the prefabricated base plate, the steel bars are penetrated through holes and concrete is poured, combined with anti-shaking hanging parts, including gear seats and adjustment rods, to ensure the stability and safety of the lifting process.
It improves the stability and safety of the lifting process, avoids damage to the laminated plate and hanging square pipe, reduces construction costs and improves construction efficiency.
Smart Images

Figure CN120367337A_ABST
Abstract
Description
Technical Field
[0001] The present invention belongs to the technical field of construction, and particularly relates to a connection structure between a building steel frame and a composite slab that is convenient for assembly. Background Art
[0002] A concrete composite slab is an assembled monolithic structure composed of a precast prestressed concrete bottom slab (or called precast bottom slab) and a cast-in-place concrete layer (or called cast-in-place slab), which has good integrity and seismic resistance. The concrete composite slab saves the formwork in construction, speeds up the construction progress, and thus reduces the project cost. At present, the technological process of fabricating a concrete composite slab at the construction site is as follows: laying the precast bottom slab at the construction site, casting concrete on the precast bottom slab, and the cast-in-place concrete forms the cast-in-place slab after solidification, thus forming the precast concrete composite slab.
[0003] Due to the large self-weight of the integral precast concrete composite slab, the precast composite floor slab is prone to breakage during transportation and hoisting, and temporary supports need to be set during the construction and installation process. The existing temporary supports are fixed to the precast bottom slab by welding or bolt fastening. After the precast concrete composite slab is transported to the designated position, the temporary supports are not convenient for disassembly and reuse, resulting in an increase in construction measure costs and low construction efficiency.
[0004] At the same time, the existing temporary supports are prone to shaking during hoisting, posing a great safety hazard, and the shaking composite slab is more likely to rub against its top, damaging the temporary supports and the composite slab, seriously affecting the construction efficiency. Summary of the Invention
[0005] The purpose of the present invention is to: in order to solve the problems that the existing temporary supports are fixed to the precast bottom slab by welding or bolt fastening, and after the precast concrete composite slab is transported to the designated position, the temporary supports are not convenient for disassembly and reuse, resulting in an increase in construction measure costs and low construction efficiency, and the existing temporary supports are prone to shaking during hoisting, posing a great safety hazard, and the shaking composite slab is more likely to rub against its top, damaging the temporary supports and the composite slab, seriously affecting the construction efficiency, a connection structure between a building steel frame and a composite slab that is convenient for assembly is proposed.
[0006] In order to achieve the above purpose, the present invention adopts the following technical scheme: a connection structure between a building steel frame and a composite slab that is convenient for assembly, including a precast bottom slab, a plurality of vertical reinforcement plates are arranged on the precast bottom slab, a plurality of through holes are arranged on the vertical reinforcement plates, a plurality of steel bars pass through the through holes, concrete is poured on the precast bottom slab and submerges the vertical reinforcement plates, a hanging square pipe is arranged at the bottom of the precast bottom slab, and an anti-shaking hanging member is arranged on the hanging square pipe.
[0007] As a further description of the above technical solution:
[0008] A plurality of the vertical reinforcement plates are arranged equidistantly on the precast bottom plate.
[0009] As a further description of the above technical solution:
[0010] A plurality of the through holes are arranged in a matrix on the vertical reinforcement plate.
[0011] As a further description of the above technical solution:
[0012] An installation groove is provided on the precast bottom plate, a connecting piece is provided on the hanging square pipe, and the connecting piece is detachably connected in the installation groove.
[0013] As a further description of the above technical solution:
[0014] The installation groove is in a shape of a Chinese character 'tu'.
[0015] As a further description of the above technical solution:
[0016] A limiting groove is provided on the hanging square pipe, a connecting hole is provided upward in the limiting groove, the bottom of the anti - swaying hanging member abuts in the limiting groove, and the top extends outside the hanging square pipe through the connecting hole.
[0017] As a further description of the above technical solution:
[0018] The anti - swaying hanging member includes a gear seat, a connecting groove and an adjusting rod. The connecting groove is connected to the gear seat, and the adjusting rod is screwed in the connecting groove in a vertically adjustable manner.
[0019] As a further description of the above technical solution:
[0020] A hanging hole is provided on the adjusting rod.
[0021] In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are as follows:
[0022] 1. In the present invention, by arranging a plurality of vertical reinforcement plates on the precast bottom plate, a plurality of steel bars pass through the vertical reinforcement plates, and then concrete is poured. A plurality of hanging square pipes are arranged at the bottom. The hanging square pipes and the steel bars are arranged in a vertical direction. This structure enables there to be mutually perpendicular support points inside and at the bottom during hoisting, preventing breakage. At the same time, by passing a plurality of steel bars through the vertically - reinforced plates arranged in a matrix, it is avoided that the steel bars inside are unevenly distributed during concrete pouring, resulting in some components on the composite slab being relatively fragile. This structure greatly ensures the stability of the overall structure and the stability of hoisting.
[0023] 2. In the present invention, by providing an anti-sway hanging member, which includes a gear seat, a connecting groove, and an adjusting rod. The connecting groove is connected to the gear seat, and the adjusting rod is screwed into the connecting groove in an up-and-down adjustable manner. This structure makes the anti-sway hanging member easy to disassemble and install. Moreover, the gear seat in the anti-sway hanging member abuts against the gear groove in the hanging square pipe, so that no swaying occurs during the hoisting process, avoiding damage to the laminated board and the hanging square pipe, ensuring the safety of the hoisting, improving the construction efficiency. At the same time, the adjusting rod can be adjustably screwed into the connecting groove, and when the distance between the connecting groove and the hanging square pipe is too short, it can be adjusted adaptively. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the drawings required to be used in the embodiments. It should be understood that the following drawings only show some embodiments of the present invention, and therefore should not be regarded as limiting the scope. For those of ordinary skill in the art, without creative efforts, other related drawings can also be obtained based on these drawings.
[0025] Figure 1 DECOMPOSITION OF A CONNECTION STRUCTURE BETWEEN A BUILDING STEEL FRAME AND A LAMINATED BOARD THAT IS EASY TO ASSEMBLE Figure 1 .
[0026] Figure 2 DECOMPOSITION OF A CONNECTION STRUCTURE BETWEEN A BUILDING STEEL FRAME AND A LAMINATED BOARD THAT IS EASY TO ASSEMBLE Figure 2 .
[0027] Figure 3 DECOMPOSITION OF A CONNECTION STRUCTURE BETWEEN A BUILDING STEEL FRAME AND A LAMINATED BOARD THAT IS EASY TO ASSEMBLE Figure 3 .
[0028] LEGEND DESCRIPTION:
[0029] 1 - Prefabricated bottom plate; 2 - Vertical reinforcement plate; 3 - Through hole; 4 - Steel bar; 5 - Concrete; 6 - Hanging square pipe; 7 - Anti-sway hanging member; 71 - Gear seat; 72 - Connecting groove; 73 - Adjusting rod; 8 - Connecting piece; 9 - Limiting groove; 10 - Connecting hole; 11 - Hoisting connection hole; 12 - Installation groove. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0030] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all of them. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts belong to the scope of protection of the present invention.
[0031] To make the objectives, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Apparently, the described embodiments are some but not all of the embodiments of the present invention. Components of the embodiments of the present invention usually described and illustrated in the accompanying drawings here can be arranged and designed in various different configurations.
[0032] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the present invention. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present invention without creative efforts fall within the scope of protection of the present invention.
[0033] It should be noted that like reference numerals and letters denote like items in the following drawings. Therefore, once an item is defined in one drawing, it does not require further definition and explanation in subsequent drawings.
[0034] In the description of the embodiments of the present invention, it should be noted that the orientation or positional relationship indicated by terms such as "upper", "inner", etc. is based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship in which the product of the invention is usually placed during use. It is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as a limitation of the present invention.
[0035] In the description of the present invention, it should also be noted that unless otherwise clearly specified and limited, the terms "set", "installed", "connected", "connected" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be directly connected, or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0036] Please refer to Figures 1-3 , the present invention provides a technical solution: a connection structure between a building steel frame and a laminated slab that is easy to assemble, including a precast bottom plate 1, a plurality of vertical reinforcement plates 2 are arranged on the precast bottom plate 1, a plurality of through holes 3 are arranged on the vertical reinforcement plates 2, a plurality of steel bars 4 pass through the through holes 3, concrete 5 is poured on the precast bottom plate 1 and submerges the vertical reinforcement plates 2, a hanging square pipe 6 is arranged at the bottom of the precast bottom plate 1, and an anti-sway hanging member 7 is arranged on the hanging square pipe 6.
[0037] The plurality of vertical reinforcement plates 2 are arranged on the precast bottom plate 1 at equal distances.
[0038] A plurality of the through holes 3 are arranged in a matrix on the vertical reinforcing plate 2.
[0039] An installation groove 12 is provided on the precast bottom plate 1, and a connecting member 8 is provided on the hanging square pipe 6. The connecting member 8 is detachably connected in the installation groove 12.
[0040] The installation groove 12 is in a T shape, improving the stability of hanging and enhancing safety.
[0041] A limiting groove 9 is provided on the hanging square pipe 6. A connecting hole 10 is provided upward in the limiting groove 9. The bottom of the anti - sway hanging member 7 abuts in the limiting groove 9, and the top passes through the connecting hole 10 and extends outside the hanging square pipe 6. This enables the gear seat to enter the hanging square pipe along the limiting groove and match with the gear groove in the limiting groove.
[0042] The anti - sway hanging member 7 includes a gear seat 71, a connecting groove 72 and an adjusting rod 73. The connecting groove 72 is connected to the gear seat 71, and the adjusting rod 73 is screwed in the connecting groove 72 in an adjustable up - and - down manner. When the distance between the connecting groove and the hanging square pipe is too short, it can be adjusted adaptively.
[0043] A hanging hole 11 is provided on the adjusting rod 73. The structure of the entire laminated plate can be hoisted through the hanging hole.
[0044] Working principle: By arranging a plurality of vertical reinforcing plates on the precast bottom plate, a plurality of steel bars pass through the vertical reinforcing plates, and then concrete is poured. A plurality of hanging square pipes are arranged at the bottom. The hanging square pipes and the steel bars are arranged in a vertical direction. This structure enables there to be mutually perpendicular support points inside and at the bottom during hoisting, preventing breakage. At the same time, by passing a plurality of steel bars through the vertically reinforcing plates arranged in a matrix, it is avoided that the steel bars inside are unevenly distributed during concrete pouring, resulting in some components on the laminated plate being relatively fragile. This structure greatly ensures the stability of the overall structure and the stability of hoisting. In addition, by providing an anti - sway hanging member, the anti - sway hanging member includes a gear seat, a connecting groove and an adjusting rod. The connecting groove is connected to the gear seat, and the adjusting rod is screwed in the connecting groove in an adjustable up - and - down manner. This structure makes the anti - sway hanging member easy to disassemble and install, and the gear seat in the anti - sway hanging member abuts against the gear groove in the hanging square pipe, preventing sway during hoisting, avoiding damage to the laminated plate and the hanging square pipe, ensuring the safety of hoisting, improving the construction efficiency. At the same time, the adjusting rod can be adjusted and screwed in the connecting groove. When the distance between the connecting groove and the hanging square pipe is too short, it can be adjusted adaptively.
[0045] The above are only the preferred specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present invention, according to the technical solution and inventive concept of the present invention, making equivalent substitutions or changes, shall be covered by the protection scope of the present invention.
Claims
1. A connecting structure between a building steel frame and a laminated slab that is convenient for assembly, characterized in that It includes a precast bottom plate, on which a number of vertical reinforcement plates are provided. A number of through holes are provided on the vertical reinforcement plates, and a number of steel bars pass through the through holes. Concrete is poured on the precast bottom plate and submerges the vertical reinforcement plates. A hanging square pipe is provided at the bottom of the precast bottom plate, and the anti-sway hanging member is provided on the hanging square pipe.
2. The connecting structure between a building steel frame and a laminated slab according to claim 1, which is characterized in that, A number of the vertical reinforcement plates are arranged equidistantly on the precast bottom plate.
3. A connection structure between a building steel frame and a laminated slab that is convenient for assembly according to claim 2, characterized in that, A number of the through holes are arranged in a matrix on the vertical reinforcement plate.
4. A connection structure between a building steel frame and a laminated slab that is easy to assemble according to claim 1, characterized in that, An installation groove is provided on the precast bottom plate, and a connecting piece is provided on the hanging square pipe. The connecting piece is detachably connected in the installation groove.
5. The connecting structure between a building steel frame and a laminated slab according to claim 1, which is convenient for assembly, is characterized in that The installation groove is in a cross shape.
6. A connection structure between a building steel frame and a laminated slab that is easy to assemble according to claim 1, characterized in that, A limiting groove is provided on the hanging square pipe, and a connecting hole is provided upward in the limiting groove. The bottom of the anti-sway hanging member abuts in the limiting groove, and the top extends outside the hanging square pipe through the connecting hole.
7. A connection structure between a building steel frame and a laminated slab that is convenient for assembly according to claim 1, characterized in that, The anti-sway hanging member includes a gear seat, a connecting groove and an adjusting rod. The connecting groove is connected to the gear seat, and the adjusting rod is screwed in the connecting groove in a vertically adjustable manner.
8. A connecting structure between a building steel frame and a laminated slab that is convenient for assembly according to claim 7, characterized in that, A hanging hole is provided on the adjusting rod.