A horizontal truss structure system supported by hinged columns
By adopting a horizontal truss structural system supported by articulated columns in the elliptical boundary cable structure, the overall tension of the cable structure and eliminates the local bending moment, the problem of excessive cross-section of the ring beam is solved, and the economic and effect of the building is improved.
Patent Information
- Application Number
- CN202010397296.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2020-05-12
- Publication Date
- 2025-03-14
- Estimated Expiration
- 2040-05-12
AI Technical Summary
In the prior art, the spoke cable truss structure with an elliptical boundary has an uneven stress and stiffness due to the elliptical shape, which causes the ring beam to bear a large axial pressure and horizontal bending moment, resulting in a large cross-sectional width of the ring beam, affecting the construction economy and effect.
The horizontal truss structural system supported by articulated columns, including horizontal ring truss, inner ring truss and outer ring trusses, bear the cable structure tension through the overall action of the horizontal ring truss, and eliminate the local bending moment one by one through the nodes.
The cross-section of the ring beam is reduced, and the problem of large cross-section of the ring beam in the prior art affecting the building effect and use is solved. At the same time, the stress of the support column is simple, and the column cross-section design and lower structure design are more convenient and reasonable.
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Abstract
Description
Technical Field
[0001] The invention relates to the field of large-span construction projects such as cable-structured stadiums, and in particular to a horizontal truss structure system supported by hinged columns. Background Art
[0002] The roof of a stadium project adopts a spoke-type cable truss structure with an elliptical boundary. Under the action of cable tension, the ring beam is subjected to uneven force and stiffness due to its elliptical shape, so that the ring beam not only bears a large axial pressure, but also bears a large bending moment in the horizontal direction, resulting in a large cross-sectional width of the ring beam, poor economic efficiency, and affecting the architectural effect and use. How to design a supporting structure system suitable for an elliptical boundary cable structure has become a technical problem that technicians in this field need to solve urgently.
[0003] The information disclosed in this background technology section is only intended to deepen the understanding of the overall background technology of the present invention, and should not be regarded as acknowledging or suggesting in any form that the information constitutes the prior art already known to those skilled in the art. Summary of the invention
[0004] The object of the present invention is to provide a horizontal truss structure system supported by hinged columns to solve the technical problems existing in the prior art.
[0005] In order to achieve the above object, the present invention adopts the following technical solutions:
[0006] The present invention provides a horizontal truss structure system supported by hinged columns, comprising a horizontal ring truss, an inner ring column and an outer ring column; wherein:
[0007] The horizontal ring truss includes an inner ring beam, an outer ring beam and a cross beam system for connecting the inner ring beam and the outer ring beam; the horizontal ring truss is hingedly connected to the inner ring column through the inner ring beam, and the horizontal ring truss is hingedly connected to the outer ring column through the outer ring beam.
[0008] As a further technical solution, the inner ring beam is rigidly connected or hingedly connected to the cross beam system, and the outer ring beam is rigidly connected or hingedly connected to the cross beam system.
[0009] As a further technical solution, the intersection points of the inner ring beam and the cross beam system correspond one-to-one to the intersection points of the cable structure and the inner ring beam.
[0010] As a further technical solution, the inner ring columns are arranged in pairs in a V-shape, and the ends of two adjacent pairs of inner ring columns intersect at the same point of the inner ring beam.
[0011] As a further technical solution, the outer ring column is arranged individually.
[0012] As a further technical solution, the inner ring column and the outer ring column are both hinged columns at both ends.
[0013] By adopting the above technical solution, the present invention has the following beneficial effects:
[0014] 1. The structural system provided by the present invention bears the tension of the cable structure through the overall action of the horizontal ring truss, and eliminates the local bending moment of the inner ring beam caused by the tension of the cable structure through the one-to-one correspondence between the horizontal ring truss nodes and the cable nodes. It has a clear idea and clear force transmission, and can reduce the cross-section of the ring beam, thus solving the problem of the prior art that the cross-section of the ring beam is large and affects the construction effect and use.
[0015] 2. In the structural system provided by the present invention, all supporting columns are hinged columns at both ends, which are simple to bear force and can make the column section design and lower structure design more convenient and reasonable.
[0016] 3. In the structural system provided by the present invention, the number and arrangement of the inner and outer ring columns do not need to correspond, and the supporting structure can be flexibly arranged to meet different requirements for building facade effects. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] In order to more clearly illustrate the specific implementation methods of the present invention or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
[0018] Figure 1 A schematic structural diagram of a horizontal truss structure system supported by hinged columns according to an embodiment of the present application;
[0019] Figure 2 An exploded schematic diagram of a horizontal truss structure system supported by hinged columns provided in an embodiment of the present application;
[0020] Figure 3 A schematic diagram of the overall structure of a horizontal truss structure system and a cable structure supported by hinged columns provided in an embodiment of the present invention;
[0021] Icons: 1-inner ring column, 2-outer ring column, 3-inner ring beam, 4-outer ring beam, 5-cross beam system, 6-cable structure. DETAILED DESCRIPTION
[0022] The technical solution of the present invention will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0023] In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the drawings, and are 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 therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", and "third" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.
[0024] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "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 a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0025] The specific implementation of the present invention is described in detail below in conjunction with the accompanying drawings. It should be understood that the specific implementation described here is only used to illustrate and explain the present invention, and is not used to limit the present invention.
[0026] Combination Figure 1-3 As shown, this embodiment provides a horizontal truss structure system supported by hinged columns, including a horizontal ring truss, an inner ring column 1 and an outer ring column 2; wherein,
[0027] The horizontal ring truss includes an inner ring beam 3, an outer ring beam 4 and a cross beam system 5 for connecting the inner ring beam 3 and the outer ring beam 4; the horizontal ring truss is hingedly connected to the inner ring column 1 through the inner ring beam 3, and the horizontal ring truss is hingedly connected to the outer ring column 2 through the outer ring beam 4.
[0028] In this embodiment, as a further technical solution, the inner ring beam 3 is rigidly connected or hingedly connected to the cross beam system 5, and the outer ring beam 4 is rigidly connected or hingedly connected to the cross beam system 5.
[0029] In this embodiment, as a further technical solution, the intersection points of the inner ring beam 3 and the cross beam system 5 correspond one-to-one to the intersection points of the cable structure 6 and the inner ring beam 3 .
[0030] In this embodiment, as a further technical solution, the inner ring columns 1 are arranged in pairs in a V-shape, and the ends of two adjacent pairs of inner ring columns 1 intersect at the same point on the inner ring beam.
[0031] In this embodiment, as a further technical solution, the outer ring column 2 is arranged individually.
[0032] In this embodiment, as a further technical solution, the inner ring column 1 and the outer ring column 2 are both hinged columns at both ends.
[0033] In summary, the structural system provided by the present application bears the tension of the cable structure through the overall action of the horizontal ring truss, and eliminates the local bending moment of the ring beam caused by the tension of the cable structure through the one-to-one correspondence between the horizontal ring truss nodes and the cable nodes. It has a clear idea and clear force transmission, and can reduce the cross-section of the ring beam, thus solving the problem of the large cross-section of the ring beam in the prior art that affects the building effect and use; in the structural system provided by the present application, all supporting columns are hinged columns at both ends, and the force is simple, which can make the column cross-section design and the lower structure design more convenient and reasonable; in the structural system provided by the present application, the number and arrangement of the inner and outer ring columns do not need to correspond, and the supporting structure is flexibly arranged to adapt to different building facade effect requirements.
[0034] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of the present invention.
Claims
1. A horizontal truss structure system supported by hinged columns, characterized in that: It includes horizontal ring trusses, inner ring columns and outer ring columns; among which, The horizontal ring truss includes an inner ring beam, an outer ring beam, and a cross beam system for connecting the inner ring beam and the outer ring beam; the horizontal ring truss is hingedly connected to the inner ring column through the inner ring beam, and the horizontal ring truss is hingedly connected to the outer ring column through the outer ring beam; The inner ring beam is rigidly connected or hinged to the cross beam, and the outer ring beam is rigidly connected or hinged to the cross beam; The intersection points of the inner ring beam and the cross beam system correspond one-to-one to the intersection points of the cable structure and the inner ring beam.
2. The horizontal truss structure system supported by hinged columns according to claim 1, characterized in that: The inner ring columns are arranged in pairs in a V shape, and the ends of two adjacent pairs of inner ring columns intersect at the same point of the inner ring beam.
3. The horizontal truss structure system supported by hinged columns according to claim 1, characterized in that: The outer ring column is arranged independently.
4. The horizontal truss structure system supported by hinged columns according to claim 1, characterized in that: The inner ring column and the outer ring column are both hinged columns at both ends.
Citation Information
Patent Citations
Horizontal truss structure system supported by hinged columns
CN212271222U