A steel ring beam-external network non-coplanar connection node
By designing the non-coplanar connection node of the steel ring beam-external mesh, using the structure of outer ear plate, inner ear plate and pin shaft, the fixed connection between steel strut rods, steel ring beams and steel outer mesh is achieved, solving the reliability and aesthetics of the connection nodes in high-rise buildings and achieving efficient structural connection.
Patent Information
- Application Number
- CN202420944911.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-30
- Publication Date
- 2025-04-04
- Estimated Expiration
- 2034-04-30
AI Technical Summary
In high-rise buildings, the connection method between the steel outer mesh barrel and the concrete inner mesh barrel, especially the connection node design between the strut and the steel outer mesh barrel, is difficult to achieve a reliable and beautiful connection.
A steel ring beam-external mesh non-coplanar connection node is designed. By setting the outer ear plate, inner ear plate and pin shaft, the fixed connection between the steel strut rod, the steel ring beam and the steel outer mesh is achieved, and the stability is ensured by welding connection.
It realizes a reliable connection between the steel outer mesh barrel and the concrete inner cylinder in high-rise buildings, while avoiding affecting the appearance of the building, and has high applicability and flexibility.
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Figure CN222716236U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel structures, in particular to a steel ring beam-external network non-coplanar connection node. Background Art
[0002] With the continuous development of high-rise building design and construction technology, more and more high-rise buildings have begun to adopt steel-concrete combined stress-bearing structural forms. Among these structural forms, the application of oblique woven steel outer mesh tube combined with concrete inner tube is becoming more and more widespread, such as famous buildings such as Guangzhou Tower. The steel outer mesh tube is relatively unfavorable in terms of stress due to its cross-shaped diamond grid. In actual design, it is often necessary to increase the stiffness of the outer mesh by setting a ring beam to improve its stress condition. However, how to design a structure to set a ring beam without affecting the architectural effect of the outer mesh has become a major design problem. In addition, the connection method between the steel outer mesh tube and the concrete inner tube, especially the connection node design between the strut and the steel outer mesh tube, is also a key issue that needs to be considered in the structural design. In previous design schemes, the strut and the steel outer mesh tube are mostly connected by hinged connection at both ends, but how to achieve a reliable and beautiful connection is still a challenge. Utility Model Content
[0003] The technical problem to be solved by the utility model is how to reliably and beautifully connect the steel outer net, the steel ring beam and the steel struts, and the purpose is to provide a non-coplanar connection node between the steel ring beam and the outer net, so as to achieve a reliable and beautiful connection.
[0004] The utility model is realized by the following technical solutions:
[0005] A non-coplanar connection node between a steel ring beam and an outer net, wherein a steel support rod, a steel ring beam and a steel outer net are arranged in sequence from the inside to the outside, the inner end of the steel support rod is fixedly connected to a concrete inner tube, and the steel support rod, the steel ring beam and the steel outer net are fixedly connected via a connection node;
[0006] The connection node includes: an outer ear plate, an inner ear plate and a pin, the inner end of the outer ear plate is fixedly connected to the outer end of the steel strut, the outer end of the inner ear plate is fixedly connected to the inner side surface of the steel outer net, the middle part of the inner ear plate is fixedly connected to the steel ring beam, and the inner end of the inner ear plate is connected to the outer end of the outer ear plate through the pin.
[0007] Optionally, a longitudinal connection port is provided at the outer end of the steel support rod, the outer ear plate is vertically arranged, and the inner end of the outer ear plate is inserted into the connection port and is welded to the steel support rod.
[0008] Specifically, the outer ear plate includes a double-layer plate and a single-layer plate, the single-layer plate is inserted into the connecting port, the double-layer plate is fixedly connected to the single-layer plate and the steel support rod, and the inner end of the inner ear plate is inserted between the double-layer plates and connected to the double-layer plates through the pin shaft.
[0009] Furthermore, the outer ear plate also includes a plurality of reinforcing ribs, and the plurality of reinforcing ribs are fixedly connected to the outer side surface of the double-layer plate and the outer end surface of the steel support rod.
[0010] Optionally, the steel ring beam is a plurality of rectangular steel tubes connected end to end, and the inner ear plate is vertically arranged between two adjacent rectangular steel tubes and fixedly connected to the rectangular steel tubes.
[0011] Specifically, the connection node also includes a connection plate, which is horizontally arranged and fixedly connected to the inner side surface of the steel outer mesh, the steel ring beam and the inner ear plate.
[0012] Optionally, there are multiple connecting plates, the upper connecting plate is parallel to the upper flange of the steel ring beam, and the lower connecting plate is parallel to the lower flange of the steel ring beam.
[0013] Optionally, the inner ear plate and the connecting plate are both provided with an arc structure adapted to the steel outer mesh.
[0014] Optionally, the fixed connections between the connection nodes and the steel struts, the steel ring beams and the steel outer mesh are all welded.
[0015] Optionally, the net space between the steel ring beam and the steel outer mesh is 50 to 150 mm.
[0016] Compared with the prior art, the utility model has the following advantages and beneficial effects:
[0017] The utility model effectively solves the connection problem between the steel outer mesh tube and the concrete inner tube in a high-rise building by arranging the connection nodes. The connection nodes ensure the stress performance of the structure while avoiding affecting the appearance of the building.
[0018] Through the fixed connection between the inner ear plate and the steel ring beam and the steel outer net, as well as the connection design between the outer ear plate and the steel strut, the entire structure not only achieves the necessary support and stability, but also takes into account aesthetics and practicality. The connection node design takes into account the needs of different architectural designs. Through adjustable connection methods and components, it can be widely used in the steel-concrete composite load-bearing structures of various high-rise buildings, with high applicability and flexibility. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] The accompanying drawings illustrate exemplary embodiments of the present invention and, together with the description thereof, are used to explain the principles of the present invention. These drawings are included to provide a further understanding of the present invention, and the accompanying drawings are included in and constitute a part of this specification and do not constitute a limitation on the embodiments of the present invention.
[0020] Figure 1 It is a structural schematic diagram of a steel ring beam-external network non-coplanar connection node according to the utility model.
[0021] Figure numerals: 1-steel support rod, 2-external ear plate, 3-pin shaft, 4-steel ring beam, 5-connecting plate, 6-steel outer net, 7-inner ear plate. DETAILED DESCRIPTION
[0022] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail below in conjunction with the accompanying drawings and implementation methods. It is understood that the specific implementation methods described here are only used to explain the relevant content, rather than to limit the utility model.
[0023] It should also be noted that, for the convenience of description, only the parts related to the present invention are shown in the drawings.
[0024] In this application, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like 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, it can be the internal connection of two elements or the interaction relationship between two elements. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.
[0025] In the present application, unless otherwise clearly specified and limited, a first feature being "above" or "below" a second feature may include that the first and second features are in direct contact, or may include that the first and second features are not in direct contact but are in contact through another feature between them. Moreover, a first feature being "above", "above" and "above" a second feature includes that the first feature is directly above and obliquely above the second feature, or simply indicates that the first feature is higher in level than the second feature. A first feature being "below", "below" and "below" a second feature includes that the first feature is directly below and obliquely below the second feature, or simply indicates that the first feature is lower in level than the second feature.
[0026] In the absence of conflict, the embodiments and features of the embodiments of the present invention can be combined with each other. The present invention will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.
[0027] like Figure 1 As shown, a steel ring beam-external network non-coplanar connection node is provided, in which the steel strut 1, the steel ring beam 4 and the steel external network 6 are arranged in sequence from the inside to the outside, that is, the steel strut 1, the steel ring beam 4 and the steel external network 6 are not coplanar, and the steel ring beam 4 is retreated into the curved surface where the steel external network 6 is located, and at the same time is reliably connected to the strut, which makes it impossible to see the steel ring beam 4 outside the building, while ensuring that the ring beam and the external network are subjected to force in coordination, thereby ensuring the strength and rigidity of the external network.
[0028] The inner end of the steel strut 1 is fixedly connected to the concrete inner tube, and the steel strut 1, the steel ring beam 4 and the steel outer net 6 are fixedly connected via a connection node.
[0029] The connection node includes: an outer ear plate 2, an inner ear plate 7 and a pin 3. The inner end of the outer ear plate 2 is fixedly connected to the outer end of the steel support rod 1, the outer end of the inner ear plate 7 is fixedly connected to the inner side of the steel outer net 6, the middle part of the inner ear plate 7 is fixedly connected to the steel ring beam 4, and the inner end of the inner ear plate 7 is connected to the outer end of the outer ear plate 2 through the pin 3.
[0030] The inner ear plate 7 is fixedly connected to the outer ear plate 2, the steel ring beam 4 and the steel outer net 6, thereby achieving the purpose of fixedly connecting the steel support rod 1, the steel ring beam 4 and the steel outer net 6.
[0031] In order to achieve the connection between the steel support rod 1 and the outer ear plate 2, a longitudinal connecting port is set at the outer end of the steel support rod 1, the outer ear plate 2 is vertically arranged, and the inner end of the outer ear plate 2 is inserted into the connecting port and welded to the steel support rod 1.
[0032] As the name implies, the outer ear plate 2 is located on the outside of the inner ear plate 7. Therefore, the outer ear plate 2 in this embodiment includes a double-layer plate and a single-layer plate. The single-layer plate is inserted into the connecting port, and the double-layer plate is fixedly connected to the single-layer plate and the steel support rod 1. The inner end of the inner ear plate 7 is inserted between the double-layer plates, that is, the inner ear plate 7 is "clamped" by the double-layer plate (the movement can be restricted to a certain extent, but in order to avoid interference with the work of the pin 3, there is still a gap between the double-layer plate and the inner ear plate 7), and then connected to the double-layer plate through the pin.
[0033] In order to increase the strength of the outer ear plate 2 , the outer ear plate 2 further includes a plurality of reinforcing ribs, and the plurality of reinforcing ribs are fixedly connected to the outer side surface of the double-layer plate and the outer end surface of the steel support rod 1 .
[0034] The steel ring beam 4 is a plurality of rectangular steel tubes connected end to end, and the inner ear plate 7 is vertically arranged between two adjacent rectangular steel tubes and fixedly connected to the rectangular steel tubes. That is, when welding the steel ring beam 4, the inner ear plate 7 is directly welded to the steel ring beam 4, so that the connection between the inner ear plate 7 and the steel ring beam 4 is stable.
[0035] Similar to the function of the reinforcing ribs, in order to increase the connection stability between the steel ring beam 4, the inner ear plate 7 and the steel outer net 6, the connection node also includes a connecting plate 5, which is horizontally arranged and fixedly connected to the inner side of the steel outer net 6, the steel ring beam 4 and the inner ear plate 7.
[0036] In order to keep the upper and lower stresses of the inner ear plate 7 similar, there are multiple connecting plates 5. The upper connecting plate 5 is parallel to the upper flange of the steel ring beam 4, and the lower connecting plate 5 is parallel to the lower flange of the steel ring beam 4.
[0037] In order to ensure that the connection node is firmly connected to the steel outer mesh 6, because the steel outer mesh 6 is a diamond structure made of round steel, the inner ear plate 7 and the connecting plate 5 are both provided with an arc structure adapted to the steel outer mesh 6. The arc structure is just adapted to the outer circumferential surface of the round steel, making the welding more secure.
[0038] The fixed connections between the connection nodes and the steel struts 1, the steel ring beams 4 and the steel outer mesh 6 are all welded.
[0039] As a better example, when the connecting plate 5 is connected to the steel outer mesh 6, both ends of the connecting plate 5 are 50 to 100 mm wider than the outer edges of the rods of the steel outer mesh 6, and the net space between the steel ring beam 4 and the steel outer mesh 6 is 50 to 150 mm.
[0040] In the description of this specification, the description with reference to the terms "one embodiment / method", "some embodiments / methods", "example", "specific example", or "some examples" etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment / method or example are included in at least one embodiment / method or example of the present application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment / method or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments / methods or examples in a suitable manner. In addition, those skilled in the art may combine and combine the different embodiments / methods or examples described in this specification and the features of the different embodiments / methods or examples, unless they are contradictory.
[0041] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In the description of this application, the meaning of "plurality" is at least two, such as two, three, etc., unless otherwise clearly and specifically defined.
[0042] Those skilled in the art should understand that the above embodiments are only for the purpose of clearly illustrating the present invention, and are not intended to limit the scope of the present invention. For those skilled in the art, other changes or modifications may be made based on the above utility model, and these changes or modifications are still within the scope of the present utility model.
Claims
1. A steel ring beam-external network non-coplanar connection node, characterized in that: The steel support rod (1), the steel ring beam (4) and the steel outer net (6) are arranged in sequence from the inside to the outside, the inner end of the steel support rod (1) is fixedly connected to the concrete inner tube, and the steel support rod (1), the steel ring beam (4) and the steel outer net (6) are fixedly connected via a connection node; The connection node comprises: an outer ear plate (2), an inner ear plate (7) and a pin (3); the inner end of the outer ear plate (2) is fixedly connected to the outer end of the steel support rod (1); the outer end of the inner ear plate (7) is fixedly connected to the inner side surface of the steel outer net (6); the middle part of the inner ear plate (7) is fixedly connected to the steel ring beam (4); and the inner end of the inner ear plate (7) is connected to the outer end of the outer ear plate (2) via the pin (3).
2. A steel ring beam-external network non-coplanar connection node according to claim 1, characterized in that: The outer end of the steel support rod (1) is provided with a longitudinal connection port, the outer ear plate (2) is arranged vertically, and the inner end of the outer ear plate (2) is inserted into the connection port and is welded to the steel support rod (1).
3. A steel ring beam-external network non-coplanar connection node according to claim 2, characterized in that: The outer ear plate (2) includes a double-layer plate and a single-layer plate, the single-layer plate is inserted into the connecting port, the double-layer plate is fixedly connected to the single-layer plate and the steel support rod (1), and the inner end of the inner ear plate (7) is inserted between the double-layer plates and connected to the double-layer plates via the pin shaft (3).
4. A steel ring beam-external network non-coplanar connection node according to claim 3, characterized in that: The outer ear plate (2) further comprises a plurality of reinforcing ribs, wherein the plurality of reinforcing ribs are fixedly connected to the outer side surface of the double-layer plate and the outer end surface of the steel support rod (1).
5. The steel ring beam-external network non-coplanar connection node according to claim 1, characterized in that: The steel ring beam (4) is a plurality of rectangular steel pipes connected end to end, and the inner ear plate (7) is vertically arranged between two adjacent rectangular steel pipes and is fixedly connected to the rectangular steel pipes.
6. A steel ring beam-external network non-coplanar connection node according to claim 5, characterized in that: The connection node further comprises a connection plate (5), the connection plate (5) is arranged horizontally, and the connection plate (5) is fixedly connected to the inner side surface of the steel outer mesh (6), the steel ring beam (4) and the inner ear plate (7).
7. A steel ring beam-external network non-coplanar connection node according to claim 6, characterized in that: The number of the connecting plates (5) is plural, the connecting plates (5) arranged at the top are parallel to the upper flange of the steel ring beam (4), and the connecting plates (5) arranged at the bottom are parallel to the lower flange of the steel ring beam (4).
8. The steel ring beam-external network non-coplanar connection node according to claim 6, characterized in that: The inner ear plate (7) and the connecting plate (5) are both provided with an arc-shaped structure adapted to the steel outer net (6).
9. The steel ring beam-external network non-coplanar connection node according to claim 1, characterized in that: The fixed connections between the connection nodes and the steel struts (1), the steel ring beams (4) and the steel outer net (6) are all welded.
10. The steel ring beam-external network non-coplanar connection node according to claim 1, characterized in that: The net space between the steel ring beam (4) and the steel outer net (6) is 50 to 150 mm.