Steel-concrete structure integrated plate

Abstract

The utility model relates to building board technical field, concretely relates to a steel -concrete structure integrated board, the steel -concrete structure integrated board includes: the composite wallboard for outer wall board and the reinforced concrete column of integration combination with the composite wallboard edge, the outside and the inside of the composite wallboard all distribute steel mesh, fills the heat preservation material layer between the steel mesh of its two sides. The utility model's structure has improved the anti -seismic performance, has also improved the efficiency of material utilization and construction link.

Description

Technical Field

[0001] This invention belongs to the field of building panel technology, specifically relating to an integrated steel-concrete structure panel. Background Technology

[0002] In the prior art, invention patent application number 201410205928.3 discloses a method for manufacturing a composite cast-in-place insulated wall structure using dry-hanging wall panels. The dry-hanging wall panels are fixed to one side of a prefabricated main wall frame using a metal hanger, while a formwork for wall casting is supported and fixed to the other side of the prefabricated main wall frame using a support frame. Then, the insulated wall structure is cast, with the insulation material poured into the main wall frame so that the dry-hanging wall panels and the main wall frame are combined to form an integral structure. However, this structure uses a fixed steel frame to embed the dry-hanging components within the wall. Vibrations caused by earthquakes can cause the steel frame, fixed within the concrete, to shift, thereby damaging the wall surface. Summary of the Invention

[0003] To address the above technical problems, this application proposes an integrated steel-concrete structure panel, which includes: a composite wall panel used as an exterior wall panel and reinforced concrete columns integrated with the edge of the composite wall panel. The outer and inner sides of the composite wall panel are covered with wire mesh, and a thermal insulation material layer is filled between the wire mesh on both sides.

[0004] As an improvement, it also includes dry-hanging lines fixed on the wire mesh near the outer side of the composite wall panel, dry-hanging components for suspending exterior wall decoration materials are installed on the dry-hanging lines, the dry-hanging components are connected to the exterior wall dry-hanging decoration material layer, the insulation material layer and the wire mesh are integrally formed by concrete pouring, and the dry-hanging lines and dry-hanging components are embedded in the concrete.

[0005] As an improvement, the dry-hanging strips are fixed to a wire mesh near the outer side of the composite wall panel by copper wire.

[0006] As an improvement, water and electricity lines and / or HVAC pipes are embedded in the concrete on the inner side of the composite wall panel.

[0007] As an improvement, at least two horizontally arranged connecting steel beams are provided between the concrete columns on both sides of the composite wall panel, and multiple vertical reinforcing ribs are also provided between the concrete columns, with both ends of the reinforcing ribs fixed to the two connecting steel beams respectively.

[0008] As an improvement, the dry-hanging component includes, but is not limited to, any one of the following: single-limb short groove type, double-limb short groove type, steel pin type, through groove type, small unit type, back bolt type, and tray type.

[0009] As an improvement, the integrated steel-concrete structure panel also includes a composite panel used as a roof panel or floor panel. The composite panel used as a roof panel or floor panel includes a beam structure and a wire mesh integrated with the beam structure. The wire mesh and the beam structure are formed into a panel by concrete pouring. The beam structure includes a main beam and a secondary beam. The connection method between the main beam and the secondary beam includes: simply supported connection, overlapping connection, and rigid connection.

[0010] As an improvement, the composite panel used as a roof panel or floor panel has gaps at its four corners for splicing with the composite wall panel, and the ends of the reinforced concrete columns are engaged in the gaps.

[0011] The structure of this invention improves seismic performance, while also increasing the efficiency of material utilization and construction. Attached Figure Description Figure 1 A schematic diagram of the cross-sectional structure of a composite wall panel used as an exterior wall panel according to one embodiment; Figure 2 A schematic diagram of the overall structure of a composite wall panel used as an exterior wall panel according to one embodiment; Figure 3 : A schematic diagram of the exterior of a composite wall panel according to an embodiment; Figure 4 : A structural schematic diagram of a composite panel used as a roof panel or floor slab according to one embodiment; Figure 5 One embodiment features the internal structure of a composite wall panel with pre-defined door and window openings; Figure 6 A schematic diagram of a structure formed by splicing and assembling composite wall panels with composite panels used as roof panels or floor panels.

[0012] The labels in the attached diagram are as follows: 1. Steel section; 2. Concrete; 3. Wire mesh; 4. Insulation layer (insulation material layer); 5. Copper wire or iron wire; 6. Decorative material layer; 7. Dry-hanging molding; 8. Dry-hanging component; 9. Reinforced concrete column; 10. Connecting steel beam; 11. Reinforcing column (reinforcing rib); 12. Window opening; 13. Main beam; 14. Secondary beam. Detailed Implementation The following embodiments further illustrate the content of the present invention, but should not be construed as limiting the present invention. Any modifications or substitutions made to the methods, steps, or conditions of the present invention without departing from the spirit and essence of the invention are within the scope of the present invention.

[0013] First, it's important to clarify that the dry-hanging method, also known as the air-hanging method, involves directly suspending the cladding stone from the wall or onto a steel frame using metal hangers, without the need for grouting or adhesive bonding. The principle is to establish primary load-bearing points on the main structure and then fix the stone to the building using metal hangers, forming a stone decorative curtain wall. This method is suitable for stone curtain wall projects in buildings with a height not exceeding 30m and without seismic design or with a seismic design intensity not exceeding 7 degrees.

[0014] Structural floor slab: A structural component in a multi-story building that horizontally separates upper and lower spaces; Roofing panels: These are panels that can directly bear the roof load and are located on the roof of a building. Example 1

[0015] like Figures 1-3 The integrated steel-concrete structure panel, wherein the integrated steel-concrete structure panel is as follows: Figures 1-2 As shown, including as Figure 2 The composite wall panel used as an exterior wall panel and the reinforced concrete column 9 integrated with the edge of the composite wall panel are provided. The outer and inner sides of the composite wall panel are covered with wire mesh 3. The space between the wire mesh 3 on both sides is filled with a thermal insulation material layer 4. The composite wall panel also includes a dry-hanging line 7 fixed on the wire mesh near the outer side of the composite wall panel. The dry-hanging line 7 is equipped with a dry-hanging component 8 for suspending exterior wall decoration materials. The dry-hanging component 8 is connected to the exterior wall dry-hanging decoration material layer 6. The thermal insulation material layer 4 and the wire mesh 3 are integrally formed by pouring concrete 2. The dry-hanging line 7 and the dry-hanging component 8 are embedded in the concrete 2.

[0016] like Figure 1 The dry-hanging lines are bound to the wire mesh 3 near the outer side of the composite wall panel by copper wire (or iron wire) 5.

[0017] like Figure 1 The composite wall panel is provided with a steel section 1 on the top, and the steel section 1 is cast and bonded together with the concrete 2.

[0018] like Figure 2 At least two horizontally arranged connecting steel beams 10 are provided between the concrete columns 9 on both sides of the composite wall panel, and multiple vertical reinforcing ribs 11 are also provided between the concrete columns, with the two ends of the reinforcing ribs 11 respectively fixed to the two connecting steel beams 10.

[0019] The appearance of the outer side of the composite wall panel after dry-hanging material construction is as follows: Figure 3 .

[0020] In some other embodiments based on Example 1, water and electricity lines and / or HVAC lines (not shown in the figures) are embedded in the concrete on the inner side of the composite wall panel.

[0021] It should be noted that the insulation material layer in Example 1 is foamed concrete. The dry-hanging component 8 in Example 1 includes, but is not limited to, any one of the following: single-limb short groove type, double-limb short groove type, steel pin type, through groove type, small unit type, back bolt type, and support plate type.

[0022] It should be noted that the advantage of the dry-hanging method in Example 1 is that it saves labor and improves construction efficiency. Combining dry-hanging with wet-laying methods significantly enhances the overall performance of the wall and improves its seismic resistance. Example 2

[0023] The integrated steel-concrete structure panel also includes structures such as Figure 4 The composite panel used as a roof panel or floor slab includes a beam structure and a wire mesh integrated with the beam structure. The wire mesh and the beam structure are formed into a panel by concrete pouring. The beam structure includes a main beam 13 and a secondary beam 14. The connection between the main beam 13 and the secondary beam 14 includes: simply supported connection, overlapping connection, and rigid connection.

[0024] During construction, the end of the reinforced concrete column described in Example 1 can be snapped into the gap, and the composite wall panel and the first panel can be assembled to form a cage structure, thereby improving construction efficiency.

[0025] It should be noted that the advantages of Embodiments 1 and 2 are: integrating the structure and enclosure, the walls enhance the safety and stability of the structure while also solving the problem of wall cracking caused by structural deformation. By eliminating the traditional concrete slab formwork process, costs are reduced; the built-in insulation layer improves the thermal insulation performance of the building roof, increasing structural stability and seismic resistance. It also improves the sound insulation performance of the floors and roof.

[0026] Example 1 integrates the columns with the enclosing walls, while Example 2 integrates the beam structure with the floor slabs and roof panels; this integration reduces wall cracking. The columns extend into the beams, and the integrated panels form a modular cage structure. This improves the structure's seismic resistance and airtightness, integrates insulation and decoration, and solves problems such as hollowness, cracking, and easy detachment of exterior wall decorations, as well as the conflict between insulation performance and fire resistance.

[0027] In factory production, the insulation layer is integrated into the middle of the panels, which not only achieves the insulation effect but also improves the fire resistance of the building. The exterior wall panels can be integrated with exterior wall dry-hanging decorative materials such as stone, ceramic tiles, and terracotta panels in the factory. They are connected to the steel wire mesh in the structure through dry-hanging parts and dry-hanging lines via copper wires, and then bonded to the concrete in the factory to form a whole. This reduces costs, saves labor and dry-hanging materials, and avoids the problem of dry-hanging materials being easily broken due to the cavities in traditional dry-hanging methods.

[0028] By integrating water and electricity pipelines, labor costs are reduced, environmental pollution from on-site wiring and trenching is minimized, and the integrated design forms a whole after concrete pouring, avoiding the problem of easy cracking at pipeline locations in traditional decoration. Example 3

[0029] Some based on Example 1, such as Figure 5 The composite wall panels also have pre-designed door and window openings.

[0030] Some embodiments are extensions of Embodiments 1-2, which combine Embodiments 1 and 2 to form the following... Figure 6 The cage-like structure.

[0031] Other embodiments, extending from Examples 1-3, employ digital modeling design. Through an integrated design philosophy and modular approach, they fully consider the relationship between the actual building's structure and space, as well as the relationship between space and decoration. The integrated panel material makes it a unified whole, perfectly resolving previous issues related to coordination between various trades. The layout and use of decorative materials such as tiles are considered during the initial structural and main construction stages, improving material utilization and the efficiency of various departments, trades, and construction phases.

[0032] In the description of this utility model, it should be understood that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation on this utility model. Furthermore, the terms "first," "second," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, features defined with "first," "second," etc., may explicitly or implicitly include one or more of that feature. In the description of this utility model, unless otherwise stated, "a plurality of" means two or more. Although the present invention has been described in detail above with general descriptions, specific embodiments, and experiments, some modifications or improvements can be made to it based on the present invention, which will be obvious to those skilled in the art. Therefore, any modifications or improvements made without departing from the spirit of this invention are within the scope of protection claimed by this invention.

Claims

1. An integrated steel-concrete structure panel, characterized in that, The integrated steel-concrete structure panel includes: a composite wall panel used as an exterior wall panel and reinforced concrete columns integrated with the edge of the composite wall panel. The outer and inner sides of the composite wall panel are covered with wire mesh, and a thermal insulation material layer is filled between the wire mesh on both sides.

2. The integrated sheet metal according to claim 1, characterized in that, It also includes dry-hanging lines fixed on the wire mesh near the outer side of the composite wall panel, dry-hanging components for suspending exterior wall decoration materials are installed on the dry-hanging lines, the dry-hanging components are connected to the exterior wall dry-hanging decoration material layer, the insulation material layer and the wire mesh are integrally formed by concrete pouring, and the dry-hanging lines and dry-hanging components are embedded in the concrete.

3. The integrated steel-concrete structure panel according to claim 2, characterized in that, The dry-hanging strips are fixed to the wire mesh near the outer side of the composite wall panel by copper wires.

4. The integrated steel-concrete structure panel according to claim 3, characterized in that, Water and electricity lines and / or HVAC pipes are embedded in the concrete on the inner side of the composite wall panel.

5. The integrated steel-concrete structure panel according to claim 4, characterized in that, At least two horizontally arranged connecting steel beams are provided between the concrete columns on both sides of the composite wall panel, and multiple vertical reinforcing ribs are also provided between the concrete columns, with both ends of the reinforcing ribs fixed to the two connecting steel beams respectively.

6. The integrated steel-concrete structure panel according to claim 5, characterized in that, The dry-hanging components include, but are not limited to, any one of the following: single-limb short groove type, double-limb short groove type, steel pin type, through groove type, small unit type, back bolt type, and tray type.

7. The integrated steel-concrete structure panel according to claim 1, characterized in that, The integrated steel-concrete structure panel also includes a composite panel used as a roof panel or floor panel. The composite panel used as a roof panel or floor panel includes a beam structure and a wire mesh integrated with the beam structure. The wire mesh and the beam structure are formed into a panel by concrete pouring. The beam structure includes a main beam and a secondary beam. The connection method between the main beam and the secondary beam includes: simply supported connection, overlapping connection, and rigid connection.

8. The integrated steel-concrete structure panel according to claim 7, characterized in that, The composite panel used as a roof panel or floor panel has gaps at its four corners for splicing with the composite wall panel, and the end of the reinforced concrete column is engaged in the gaps.

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