A kind of building energy-saving assembled steel structure building

By designing a combination of top node connectors and mid-term node connectors, the flexible positioning and fixed connection of nodes is achieved using limit bayonets and limit card boards, solving the problems of poor flexibility and rust in traditional node connections, and improving the stability and environmental friendliness of the building.

CN115874711BActive Publication Date: 2025-03-18HEBEI WUGUO STEEL STRUCTURE CO LTD
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Patent Information

Application Number
CN202211562133.9
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2022-12-07
Publication Date
2025-03-18
Estimated Expiration
2042-12-07

AI Technical Summary

Technical Problem

In traditional prefabricated steel structure buildings, the flexibility of node connections is poor, and the welding gaps and bolt positions are prone to rust, which reduces the firmness of node connections and affects the overall stability.

Method used

The combination design of top node connector and mid-end node connector is adopted to achieve flexible positioning and fixed connection of nodes through limit bayonets and limit card boards, increasing the flexibility and firmness of nodes.

Benefits of technology

It improves the flexibility and firmness of node connections, reduces the risk of rust, reduces construction difficulty and resource waste, and improves the stability and environmental friendliness of the building.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present invention discloses an energy-saving prefabricated steel structure building, including a top node connector, a middle node connector and a prefabricated steel frame, wherein a limit snap is provided at one-fifth of the position above the four faces of the edge of the prefabricated steel frame, and a positioning opening is provided between the two limit snaps, and limit clamps are provided at both ends of the middle node connector. In this invention, two node connection modes with different structures, the top node connector and the middle node connector, are designed according to the difference in the installation parts. The installation of the middle node connector needs to be positioned according to the reserved height of the limit snap. Four sets of limit snaps need to be reserved at the required positions of the four faces before the steel frame leaves the factory. The middle node connector can be installed in the front, back, left and right four directions according to the installation requirements through the four sets of limit snaps, thereby increasing the flexibility of the node connection.
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Description

Technical Field

[0001] The invention relates to steel structure nodes and building related fields, and in particular to an energy-saving assembled steel structure building. Background Art

[0002] Steel structure is a structure made of steel materials. It is one of the main types of building structures. The structure is mainly composed of steel beams, steel columns, steel trusses and other components supported by steel sections and steel plates, and adopts silanization, pure manganese phosphating, water washing and drying, galvanizing and other rust removal processes. The components or parts are usually connected by welds, bolts or rivets. Because of its light weight and simple construction, it is widely used in large factories, venues, super high-rise buildings and other fields.

[0003] There are still certain drawbacks in the use of energy-saving prefabricated steel structure buildings in the existing technology. The traditional assembly method mostly uses bolts or welding for the node positions. After long-term use, the welding gaps and bolt positions are prone to rust, reducing the firmness of the node connection. The node connection is also poor in flexibility and cannot be adjusted at will according to the direction of steel pipe installation. The firmness is poor, affecting the overall stability. Summary of the invention

[0004] The object of the present invention is to provide an energy-saving assembled steel structure building to solve the problem that the traditional assembly method proposed in the above background technology mostly uses bolts or welding for the node positions. After long-term use, the welding gaps and the positions of the bolts are prone to rust, which reduces the firmness of the node connection. In addition, the node connection has poor flexibility and cannot be adjusted at will according to the direction of steel pipe installation. The firmness is poor, affecting the overall stability.

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: an energy-saving prefabricated steel structure building, comprising a top node connector, a middle node connector and a prefabricated steel frame, wherein a limit snap-in is provided at one-fifth of the position above the four faces of the edge of the prefabricated steel frame, and a positioning opening is provided between the two limit snap-ins, limit card plates are provided at both ends of the middle node connector, and the middle node connector and the prefabricated steel frame are fixedly connected through the limit card plates and the limit snap-ins, a transverse steel pipe is provided at one-fourth of the position above the front end of the interior of the prefabricated steel frame, and longitudinal steel pipes are provided at one-fourth of the position above the two sides of the prefabricated steel frame, the top node connector is connected to the top of the prefabricated steel frame through an installation head, and second reinforcement plates are provided on both sides of the installation head, a steel beam is provided on the inner side above the top node connector, and a side steel plate is provided on the outer side of the top node connector;

[0006] It also includes an ALC wall panel assembly, which is fixed to the assembled steel frame through fasteners.

[0007] In a further embodiment, a roof cross bar is provided inside the steel beam, and the steel beam is fixedly connected to the top node connector by a first fixing bolt.

[0008] In a further embodiment, an insert is welded to the top end of the side steel plate, the side steel plate is connected to the top node connector via the insert, the insert and the top node connector are fixedly connected via a first fixing bolt, and the cross-section of the top node connector is set to an equilateral triangle structure.

[0009] In a further embodiment, a positioning column is provided at a position where the middle position of the mid-end node connector is aligned with the positioning port, and the positioning column and the positioning port are connected by inlay, the two ends of the transverse steel pipe are connected to the mid-end node connector by a mounting sleeve, and the mounting sleeve and the mid-end node connector are connected by inlaying a plate, the mounting sleeve and the inlaying plate are fixedly connected by a first reinforcement plate, and the transverse steel pipe and the mounting sleeve are fixedly connected by bolts.

[0010] In a further embodiment, the steel beam is connected to the transverse steel pipe by welding via a fixed column, a connecting column is provided inside the longitudinal steel pipe, and the fixed column and the connecting column are connected by welding via a support rod.

[0011] In a further embodiment, a connecting bracket is provided at a middle position of the inner side of the side steel plate, and the connecting bracket is fixedly connected to the assembled steel frame by a second fixing bolt.

[0012] In a further embodiment, the ALC wall panel assembly is composed of a plurality of unit wall panels, and adjacent unit wall panels are plugged in and fixed by bolts.

[0013] Compared with the prior art, the present invention has the following beneficial effects:

[0014] 1. The invention designs two node connection methods with different structures, namely, the top node connector and the middle node connector, according to the different installation parts. The installation of the middle node connector needs to be positioned according to the reserved height of the limit bayonet. Four sets of limit bayonet need to be reserved at the required positions of the four faces before the steel frame leaves the factory. The middle node connector can be installed in the front, back, left and right directions according to the installation requirements through the four sets of limit bayonet, thereby increasing the flexibility of the node connection. The middle node connector is mainly used to connect the steel pipes inside the structure, while the top node connector is mainly used to connect the steel beams. The node is designed according to the connection part, which increases the convenience of assembly, saves more effort during assembly, and the node connection is more firm, making the whole more stable and reliable.

[0015] 2. The traditional method of welding wastes resources and pollutes the environment. The present application adopts connectors for connection, which is convenient for assembly and disassembly. The steel can be recycled later. There is less pollution to the environment during construction and dismantling, and it is more energy-saving. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a structural schematic diagram of an energy-saving assembled steel structure building of the present invention;

[0017] Figure 2 It is a side view of an energy-saving assembled steel structure building of the present invention;

[0018] Figure 3 It is a structural schematic diagram of the position-limiting bayonet of the present invention;

[0019] Figure 4 A top view of the mid-end node connector of the present invention;

[0020] Figure 5 is a side view of a top node connector of the present invention;

[0021] Figure 6 A top view of the top node connector of the present invention;

[0022] Figure 7 It is a schematic diagram of the bottom structure of the top node connector of the present invention;

[0023] Figure 8 It is a structural schematic diagram of the wall panel assembly of the present invention.

[0024] In the figure: 1. steel beam; 2. roof cross bar; 3. top node connector; 4. insert; 5. first fixing bolt; 6. side steel plate; 7. connecting bracket; 8. fixing column; 9. horizontal steel pipe; 10. installation sleeve; 11. middle node connector; 12. assembled steel frame; 13. second fixing bolt; 14. screw hole; 15. support rod; 16. connecting column; 17. longitudinal steel pipe; 18. limit clamp; 19. positioning port; 20. first reinforcing plate; 21. mosaic plate; 22. limit clamp; 23. installation head; 24. second reinforcing plate; 25. fastener; 26. ALC wall panel assembly; 261. unit wall panel. DETAILED DESCRIPTION

[0025] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0026] See also Figure 1-8, an embodiment of the present invention: an energy-saving assembled steel structure building, comprising a top node connector 3, a middle node connector 11 and an assembled steel frame 12, a limit snap-in 18 is provided at one-fifth of the upper position of the four sides of the edge of the assembled steel frame 12, and a positioning opening 19 is provided between the two limit snap-in 18, a limit card plate 22 is provided at both ends of the middle node connector 11, and the middle node connector 11 and the assembled steel frame 12 are fixedly connected with the limit snap-in 18 through the limit card plate 22, and the upper front end of the assembled steel frame 12 is provided with a positioning opening 19. A transverse steel pipe 9 is provided at the position of one quarter, a longitudinal steel pipe 17 is provided at the position of one quarter above both sides of the assembled steel frame 12, the top node connector 3 is connected to the top of the assembled steel frame 12 through the mounting head 23, and a second reinforcement sheet 24 is provided on both sides of the mounting head 23, a steel beam 1 is provided on the inner side above the top node connector 3, and a side steel plate 6 is provided on the outer side of the top node connector 3. A position is reserved on the ground for assembly, and the assembled steel frame 12 is buried in the ground according to the reserved position, and then fixed with bolts, and the middle node connector 11 is divided into The mounting sleeve 10 is mounted on the two ends of the transverse steel pipe 9 and fixed with bolts, and then the mounting sleeve 10 is installed with the middle node connector 11 through the inlay plate 21. The method is the same as above. The longitudinal steel pipe 17 is fixed on both sides of the assembled steel frame 12. The top node connector 3 is installed on the top of the assembled steel frame 12 through the mounting head 23. The top node connector 3 is placed horizontally, and the two ends of the steel beam 1 are mounted on the top node connector. The side steel plate 6 is installed on the outside of the top node connector 3 through the insert 4, fixed by the first fixing bolt 5, and the connecting bracket 7 is fixed to the assembled steel frame 12 by the second fixing bolt 13 to make the side steel plate 6 more secure, and then the fixed column 8 is welded and fixed between the steel beam 1 and the transverse steel pipe 9, and the roof cross bar 2 is clamped inside the steel beam 1, and the connecting column 16 is clamped inside the connecting bracket 7, and the support rod 15 is welded and fixed to the fixed column 8 and the connecting column 16, and the color steel plate is fixed to the two sides and the top of the assembled steel frame 12 with rivets.

[0027] The top node connector 3 is used to install the steel beam 1, the middle node connector 11 is used to install and connect the transverse steel pipe 9 and the longitudinal steel pipe 17, the mounting head 23 is used to install and fix the top node connector 3, the side steel plate 6 is used to increase the firmness of the side structure, and the connecting bracket 7 is used to increase the firmness of the installation of the side steel plate 6.

[0028] Furthermore, a roof cross bar 2 is provided inside the steel beam 1 , and the steel beam 1 is fixedly connected to the top node connector 3 by a first fixing bolt 5 .

[0029] The first fixing bolt 5 is used to fix the steel beam 1 and the top node connecting member 3 more firmly.

[0030] Furthermore, an insert 4 is welded to the top of the side steel plate 6, the side steel plate 6 is connected to the top node connector 3 via the insert 4, the insert 4 is fixedly connected to the top node connector 3 via a first fixing bolt 5, and the cross-section of the top node connector 3 is set to an equilateral triangle structure.

[0031] The insert 4 facilitates the installation and connection of the side steel plate 6 and the top node connector 3 . Setting the top node connector 3 to an equilateral triangle structure can make it stronger and have a greater load-bearing capacity.

[0032] Furthermore, a positioning column is provided at a position where the middle position of the mid-end node connector 11 is aligned with the positioning opening 19, and the positioning column and the positioning opening 19 are connected by inlay, the two ends of the transverse steel pipe 9 are connected to the mid-end node connector 11 by a mounting sleeve 10, and the mounting sleeve 10 and the mid-end node connector 11 are inlaid and connected by an inlay plate 21, the mounting sleeve 10 and the inlay plate 21 are fixedly connected by a first reinforcement plate 20, and the transverse steel pipe 9 and the mounting sleeve 10 are fixedly connected by bolts.

[0033] The connection between the positioning column and the positioning opening 19 can increase the firmness of the installation of the mid-end node connector 11. The inlay plate 21 is convenient for installing the installation sleeve 10 and the mid-end node connector 11. No bolt connection is required, and the assembly method is simple.

[0034] Furthermore, the steel beam 1 is connected to the transverse steel pipe 9 by welding via the fixed column 8 , a connecting column 16 is provided inside the longitudinal steel pipe 17 , and the fixed column 8 and the connecting column 16 are connected by welding via the support rod 15 .

[0035] The fixing columns 8 are used to increase the stability of the structure.

[0036] Furthermore, a connecting bracket 7 is provided at the middle position of the inner side of the side steel plate 6 , and the connecting bracket 7 is fixedly connected to the assembled steel frame body 12 by a second fixing bolt 13 .

[0037] The connecting bracket 7 is used to increase the firmness of the side steel plate 6 .

[0038] It also includes an ALC wall panel assembly 26, which is fixed to the assembled steel frame 12 by fasteners 25; the ALC wall panel assembly 26 consists of a plurality of unit wall panels 261, and adjacent unit wall panels 261 are plugged in and fixed by bolts.

[0039] Working principle: When in use, reserve positions on the ground for assembly, bury the assembled steel frame 12 in the ground according to the reserved positions, and then fix it with bolts. Install the middle node connector 11 at two positions on the inner side and rear of the assembled steel frame 12, respectively, so that the limit card plate 22 is embedded with the limit card slot 18, and reinforced with bolts. Install the installation sleeve 10 at both ends of the horizontal steel pipe 9, fix it with bolts, and then install the installation sleeve 10 and the middle node connector 11 through the embedded plate 21. The method is the same as above, fix the longitudinal steel pipe 17 on both sides of the assembled steel frame 12, and install the top node connector 3 on the top of the assembled steel frame 12 through the installation head 23 , place the top node connector 3 horizontally, inlay and install the two ends of the steel beam 1 inside the top node connector 3, install the side steel plate 6 on the outside of the top node connector 3 through the insert 4, fix it with the first fixing bolt 5, and fix the connecting bracket 7 to the assembled steel frame 12 with the second fixing bolt 13 to make the side steel plate 6 more secure, then weld and fix the fixed column 8 between the steel beam 1 and the transverse steel pipe 9, and clamp the roof cross bar 2 inside the steel beam 1, clamp the connecting column 16 inside the connecting bracket 7, weld and fix the support rod 15 to the fixed column 8 and the connecting column 16, and use rivets to fix the color steel plate to both sides and the top of the assembled steel frame 12.

[0040] It will be apparent to those skilled in the art that the invention is not limited to the details of the exemplary embodiments described above and that the invention can be implemented in other specific forms without departing from the spirit or essential features of the invention. Therefore, the embodiments should be considered exemplary and non-limiting in all respects, and the scope of the invention is defined by the appended claims rather than the foregoing description, and it is intended that all variations falling within the meaning and scope of the equivalent elements of the claims be included in the invention. Any reference numeral in a claim should not be considered as limiting the claim to which it relates.

Claims

1. An energy-saving assembled steel structure building, comprising a top node connector (3), a middle node connector (11) and an assembled steel frame (12), characterized in that: A limit snap-in (18) is provided at one-fifth of the upper portion of four surfaces of the edge of the assembled steel frame (12), and a positioning opening (19) is provided between two limit snap-in openings (18); limit snap-in plates (22) are provided at both ends of the middle node connector (11), and the middle node connector (11) and the assembled steel frame (12) are fixedly connected via the limit snap-in plates (22) and the limit snap-in (18); a quarter of the upper portion of the front end of the interior of the assembled steel frame (12) is provided. A transverse steel pipe (9) is provided at a position of the assembled steel frame (12); a longitudinal steel pipe (17) is provided at a position of one quarter of the upper side of both sides of the assembled steel frame (12); the top node connection piece (3) is connected to the top of the assembled steel frame (12) via a mounting head (23); second reinforcing plates (24) are provided on both sides of the mounting head (23); a steel beam (1) is provided on the inner side above the top node connection piece (3); and a side steel plate (6) is provided on the outer side of the top node connection piece (3); It also includes an ALC wall panel assembly (26), wherein the ALC wall panel assembly (26) is fixed to the assembled steel frame (12) via fasteners (25); A roof cross bar (2) is provided inside the steel beam (1), and the steel beam (1) is fixedly connected to the top node connection piece (3) via a first fixing bolt (5); An insert (4) is welded to the top end of the side steel plate (6), and the side steel plate (6) is connected to the top end node connector (3) via the insert (4); The insert (4) is fixedly connected to the top node connecting piece (3) via a first fixing bolt (5), and the cross section of the top node connecting piece (3) is set to an equilateral triangle structure; A positioning column is provided at a position where the middle position of the middle node connector (11) is aligned with the positioning opening (19), and the positioning column is connected to the positioning opening (19) by being inlaid, both ends of the transverse steel pipe (9) are connected to the middle node connector (11) by means of a mounting sleeve (10), and the mounting sleeve (10) is connected to the middle node connector (11) by means of an inlaid plate (21), the mounting sleeve (10) is fixedly connected to the inlaid plate (21) by means of a first reinforcing sheet (20), and the transverse steel pipe (9) is fixedly connected to the mounting sleeve (10) by means of bolts; The steel beam (1) is welded to the transverse steel pipe (9) via a fixed column (8); a connecting column (16) is provided inside the longitudinal steel pipe (17); and the fixed column (8) and the connecting column (16) are welded to each other via a support rod (15); A connecting bracket (7) is provided at the middle position of the inner side of the side steel plate (6), and the connecting bracket (7) is fixedly connected to the assembled steel frame (12) via a second fixing bolt (13); The ALC wall panel assembly (26) is composed of a plurality of unit wall panels (261), and adjacent unit wall panels (261) are plugged in and fixed by bolts.

Citation Information

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