Fabricated heat-preservation composite concrete frame component structure free of formwork disassembly

Abstract

The utility model relates to the field of building construction, in particular to an assembly type heat preservation composite concrete frame component structure of a non-dismantling formwork. The technical problems that according to a concrete frame component, a frame and a formwork are matched and correspond, when local carrying does not correspond, the formwork and the frame need to be integrally disassembled, the frame is not prone to being freely adjusted to be matched with a plurality of formworks, and the overall using effect is reduced are solved. According to the technical scheme, the fabricated heat preservation composite concrete frame component structure free of formwork disassembly comprises a connecting formwork, a stand column module, a first cross beam module, a first adaptive combination module, a second cross beam module and a second adaptive combination module; the first adaptive combination modules are located at the head and tail positions of the two first cross beam modules and used for assembling, combining and installing the connecting formwork, the first cross beam modules and the first adaptive combination modules and the second cross beam modules and the second adaptive combination modules are arranged corresponding to the same structure, and free assembling operation can be carried out.

Description

Technical Field

[0001] The utility model relates to the field of building construction, in particular to an assembled thermal insulation composite concrete frame component structure without the need to dismantle a formwork. Background Art

[0002] The assembled thermal insulation composite concrete frame component structure is a new type of building structure. It combines thermal insulation materials with concrete frame components to form an overall structural system. The thermal insulation materials are integrated into the concrete frame components, so that the entire structure has good thermal insulation performance and can meet the requirements of modern buildings for energy saving and environmental protection. The concrete frame components themselves have high strength and rigidity and can meet the bearing requirements of the building structure. At the same time, the bonding force between the thermal insulation material and the concrete can also enhance the overall performance of the structure. The existing concrete frame components, during use, are adapted to match the frame and the formwork. When there is a local mismatch, the formwork and the frame need to be disassembled as a whole, which makes it difficult to freely adjust the frame to adapt to multiple formworks, reducing the overall use effect. Therefore, we propose an assembled thermal insulation composite concrete frame component structure without the need to disassemble the formwork to solve the above-mentioned problems. Utility Model Content

[0003] In order to overcome the problem of concrete frame components and to match the frame with the formwork, when local mounting mismatch occurs, the formwork and the frame need to be disassembled as a whole, which makes it difficult to freely adjust the frame to adapt to multiple formworks, thereby reducing the overall use effect.

[0004] The technical solution of the utility model is: an assembled thermal insulation composite concrete frame component structure without disassembly formwork, comprising a connecting formwork, a column module, a first beam module, a first adaptable combination module, a second beam module and a second adaptable combination module; the column module is arranged in four groups in an array, two groups of column modules are laterally provided with connecting formwork for prefabricating thermal insulation composite concrete, the tops of the two groups of column modules are symmetrically provided with first beam modules for reinforcing installation for assembly connection and sleeve connection formwork, the two groups of first beam modules are both provided with first adaptable combination modules connected to the column modules for assembly and installation of the connecting formwork at the head and tail, and the lower ends of the column modules are correspondingly provided with second beam modules and second adaptable combination modules with the same positions and structures as the first beam modules and the first adaptable combination modules.

[0005] Preferably, the first beam module is symmetrically arranged and located on the top of the two groups of column modules, and is used for reinforcing the installation for assembly connection and socket connection template. The first adapter combination module is located at the head and tail of the two groups of first beam modules, and is used for assembling and combining the installation connection template. The two groups of first beam modules and the head and tail of the first beam module surround a rectangle, and the connection template is socketed and installed. The first beam module and the first adapter combination module have the same structural settings as the second beam module and the second adapter combination module, and can be freely assembled.

[0006] Preferably, the column module includes a hollow channel steel, a filling block, a small channel steel, a sleeve and a center column. Small channel steels are provided at the corners around the hollow channel steel. Filling blocks are provided inside the hollow channel steel and the small channel steel. A docking hole connected to the first adapter combination module is opened in the center of the small channel steel. The small channel steel is used to surround the outside of the hollow channel steel to increase stability and improve connection and installation performance.

[0007] Preferably, a central column is provided in the center of the hollow channel steel, and a socket connected to the first crossbeam module is provided around the periphery of the central column. The socket and the central column can be adapted and mounted through the docking column and the central card hole on the extension plate. The combined plate can be guided and plugged in through the docking hole through the guide column.

[0008] Preferably, a limiting groove is formed between the two groups of small channel steels, and both connected surfaces of the small channel steels are linearly provided with plug-in holes and plug-in grooves for inserting steel bars and adjusting and installing reinforcement pieces. The limiting groove can be used to position the connection template, and the steel bars and the adjustment and installation reinforcement pieces can be inserted through the plug-in holes and the plug-in grooves.

[0009] Preferably, the first beam module includes a balancing frame, a sleeve plate, an extension plate and a docking column. Both ends of the balancing frame are provided with an extension plate. The upper end of the balancing frame is provided with a sleeve plate, and a limited space is opened in the middle of the sleeve plate.

[0010] Preferably, a plurality of docking columns are provided in a circular array on the extension plate, a central clamping hole is provided at the center of the plurality of docking columns through the extension plate, and a through hole connected to the limit space is provided horizontally through the balance frame, through which the corresponding auxiliary structure is clamped and installed.

[0011] Preferably, the first adaptable combination module includes a combination plate and guide columns. The guide columns are symmetrically provided at both ends of the combination plate. An adjustment groove is opened along the edge of the combination plate. The adjustment groove can be used to vertically place steel bars and pour them, thereby increasing the overall steel frame connection effect.

[0012] Beneficial effects of the utility model:

[0013] 1. According to the previous adaptation and matching of the frame and the template, when the local mounting mismatch occurs, the template and the frame need to be disassembled as a whole, which makes it difficult to freely adjust the frame to adapt to multiple templates, reducing the overall use effect. The difference is that the column module is arranged in four groups of arrays to form a vertical steel structure around, and the first beam module is symmetrically arranged and located on the top of the two groups of column modules for reinforcing the installation for assembly connection and sleeve connection template. The first adapting combination module is located at the head and tail of the two groups of first beam modules for assembling and installing the connection template. The two groups of first beam modules and the head and tail of the first beam module surround a rectangle to sleeve and install the connection template. The first beam module and the first adapting combination module correspond to the same structural setting as the second beam module and the second adapting combination module, and can be freely assembled.

[0014] 2. When installing, the limit groove can be used to position the connection template, and the steel bars and the adjustment and installation reinforcements can be inserted through the plug holes and the plug grooves. The connection templates can be adjusted in sequence according to the different areas. The first beam module can be installed with the socket and the center column through the docking column and the center card hole on the extension plate. The combined plate can be guided and plugged in through the docking hole through the guide column. The adjustment groove can be used to vertically place steel bars and pour them, thereby increasing the overall steel frame connection effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0016] Figure 2 It is an overall explosion diagram of the utility model;

[0017] Figure 3 It is a schematic diagram of the column module of the utility model;

[0018] Figure 4 This is a schematic diagram of the first crossbeam module of the utility model;

[0019] Figure 5 This is a schematic diagram of the first adapter combination module of the utility model.

[0020] Explanation of the accompanying drawings: 1. connecting template; 2. column module; 3. first beam module; 4. first adapting assembly module; 5. second beam module; 6. second adapting assembly module; 201. hollow channel steel; 202. filling block; 203. small channel steel; 204. limiting groove; 205. plug-in hole; 206. plug-in groove; 207. docking hole; 208. plug-in sleeve; 209. center column; 301. balancing frame; 302. sleeve plate; 303. extension plate; 304. docking column; 305. center clamping hole; 401. combination plate; 402. adjustment groove; 403. guide column. DETAILED DESCRIPTION

[0021] The utility model is further described below in conjunction with the accompanying drawings and embodiments.

[0022] See also Figure 1-2 The utility model provides an embodiment: an assembled thermal insulation composite concrete frame component structure without disassembly formwork, comprising a connecting formwork 1, a column module 2, a first beam module 3, a first adapting assembly module 4, a second beam module 5 and a second adapting assembly module 6; the column module 2 is arranged in an array of four groups, two groups of column modules 2 are laterally provided with connecting formwork 1 for prefabricating thermal insulation composite concrete, the tops of the two groups of column modules 2 are symmetrically provided with first beam modules 3 for reinforcing installation for assembly connection and sleeve connection formwork 1, the two groups of first beam modules 3 are both provided with first adapting assembly modules 4 connected with the column module 2 for assembly and installation of the connecting formwork 1 at the head and tail, and the lower ends of the column modules 2 are correspondingly provided with second beam modules 5 and second adapting assembly modules 6 with the same position and structure as the first beam module 3 and the first adapting assembly module 4.

[0023] See also Figure 2-4 In this embodiment, the column module 2 includes a hollow channel steel 201, a filling block 202, a small channel steel 203, a sleeve 208 and a center column 209. Small channel steels 203 are provided at the corners of the hollow channel steel 201. The hollow channel steel 201 and the small channel steel 203 are filled with filling blocks 202. The center of the small channel steel 203 is provided with a docking hole 207 connected to the first adaptation combination module 4. The small channel steel 203 is surrounded by the hollow channel steel 201 to increase stability and improve the connection and installation performance. A center column 209 is provided in the center of the hollow channel steel 201. The outer periphery of the center column 209 is surrounded by a sleeve 208 connected to the first beam module 3. The docking column 304 and the center card hole 305 on the extension plate 303 can be adapted and mounted with the sleeve 208 and the center column 209. The combination plate 401 can be guided and plugged through the docking hole 207 through the guide column 403.

[0024] See also Figure 3-4 In this embodiment, a limiting groove 204 is formed between the two groups of small channel steels 203, and the two connected surfaces of the small channel steel 203 are linearly provided with plug holes 205 and plug grooves 206 for inserting steel bars and adjusting and installing reinforcement members. The limiting groove 204 can be used to position and connect the template 1, and the plug holes 205 and the plug grooves 206 are used to insert steel bars and adjust and install reinforcement members. The first beam module 3 includes a balancing frame 301, a sleeve plate 302, an extension plate 303 and a docking column 304. Both ends of the balancing frame 301 are provided with extension plates 303, the upper end of the balancing frame 301 is provided with a sleeve plate 302, and a limited space is opened in the middle of the sleeve plate 302.

[0025] See also Figure 1-5In this embodiment, a plurality of docking columns 304 are provided in a circular array on the extension plate 303, and a central clamping hole 305 is provided in the center of the plurality of docking columns 304 through the extension plate 303. A through hole connected to the limit space is provided horizontally through the balance frame 301, and the corresponding auxiliary structure is installed by clamping through the through hole. The first adapting combination module 4 includes a combination plate 401 and a guide column 403. The guide columns 403 are symmetrically provided at both ends of the combination plate 401. An adjustment groove 402 is provided along the edge of the combination plate 401. The adjustment groove 402 can be used to vertically place steel bars and pour them, thereby increasing the overall steel frame connection effect.

[0026] When working, the column module 2 is arranged in an array of four groups to form a vertical steel structure all around. The two groups of first beam modules 3 and the first beam modules 3 are arranged end to end around a rectangle to perform a sleeve installation operation on the connection template 1. The first beam module 3 and the first adapting combination module 4 correspond to the second beam module 5 and the second adapting combination module 6 at the upper and lower ends of the column module 2. The connection template 1 can be positioned through the limit groove 204, and the steel bars and the adjustment and installation reinforcements are connected by the plug holes 205 and the plug grooves 206. They are adjusted in sequence according to the different areas of the connection template 1. The first beam module 3 can be adapted and mounted with the socket 208 and the center column 209 through the docking column 304 and the center card hole 305 on the extension plate 303. The combined plate 401 can be guided and plugged in through the docking hole 207 through the guide column 403. The adjustment groove 402 can be used to vertically place steel bars and pour.

[0027] Through the above steps, the first beam module 3 is symmetrically arranged and located on the top of the two groups of column modules 2, and is used for reinforcing the installation for assembly connection and sleeve connection template 1. The first adapting combination module 4 is located at the head and tail of the two groups of first beam modules 3, and is used for assembling and installing the connection template 1. The two groups of first beam modules 3 and the head and tail of the first beam module 3 surround a rectangle, and the connection template 1 is sleeved and installed. The first beam module 3 and the first adapting combination module 4 correspond to the same structural settings as the second beam module 5 and the second adapting combination module 6, and can be freely assembled.

[0028] The embodiments of the present invention are described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge scope of those skilled in the art without departing from the purpose of the present invention.

Claims

1. An assembled thermal insulation composite concrete frame component structure without disassembly of formwork, comprising a connecting formwork (1); characterized in that: It also comprises a column module (2), a first beam module (3), a first adaptable combination module (4), a second beam module (5) and a second adaptable combination module (6); the column module (2) is arranged in an array of four groups, two groups of column modules (2) are laterally provided with a prefabricated thermal insulation composite concrete forming connection template (1), the tops of the two groups of column modules (2) are symmetrically provided with a first beam module (3) for reinforcing installation and assembly connection and sleeve connection template (1), the two groups of first beam modules (3) are both provided with a first adaptable combination module (4) connected to the column module (2) at the head and tail, and used for assembly and installation of the connection template (1), and the lower end of the column module (2) is correspondingly provided with a second beam module (5) and a second adaptable combination module (6) having the same position and structure as the first beam module (3) and the first adaptable combination module (4).

2. The assembled thermal insulation composite concrete frame structure without formwork removal according to claim 1 is characterized in that: The column module (2) comprises a hollow channel steel (201), a filling block (202), a small channel steel (203), a sleeve (208) and a center column (209). Small channel steels (203) are arranged at the corners of the hollow channel steel (201). The hollow channel steel (201) and the small channel steel (203) are filled with filling blocks (202). A docking hole (207) connected to the first matching assembly module (4) is provided at the center of the small channel steel (203).

3. The assembled thermal insulation composite concrete frame structure without formwork removal according to claim 2 is characterized in that: A central column (209) is provided at the center of the hollow channel steel (201), and a plug sleeve (208) connected to the first crossbeam module (3) is provided around the periphery of the central column (209).

4. The assembled thermal insulation composite concrete frame structure without formwork removal according to claim 2 is characterized in that: A limiting groove (204) is formed between the two groups of small channel steels (203), and both connected surfaces of the small channel steels (203) are linearly provided with plug holes (205) and plug grooves (206) for passing steel bars and adjusting and installing reinforcement members.

5. The assembled thermal insulation composite concrete frame structure without formwork removal according to claim 1 is characterized in that: The first crossbeam module (3) comprises a balancing frame (301), a sleeve plate (302), an extension plate (303) and a docking column (304). The extension plates (303) are provided at both ends of the balancing frame (301). The sleeve plate (302) is provided at the upper end of the balancing frame (301). A limited space is provided in the middle of the sleeve plate (302).

6. The assembled thermal insulation composite concrete frame structure without formwork removal according to claim 5 is characterized by: A plurality of docking posts (304) are provided in a circular array on the extension plate (303), and a central clamping hole (305) is provided at the center of the plurality of docking posts (304) through the extension plate (303). A through hole connected to the limiting space is provided transversely through the balance frame (301).

7. The assembled thermal insulation composite concrete frame structure without formwork removal according to claim 1 is characterized in that: The first adaptable assembly module (4) comprises an assembly plate (401) and a guide column (403). The guide columns (403) are symmetrically arranged at both ends of the assembly plate (401), and an adjustment groove (402) is arranged along the edge of the assembly plate (401).

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