CN114934623B - Cable dome inhaul cable space multidirectional intersection for space cable structure - Google Patents

Cable dome inhaul cable space multidirectional intersection for space cable structure Download PDF

Info

Publication number
CN114934623B
CN114934623B CN202210671236.2A CN202210671236A CN114934623B CN 114934623 B CN114934623 B CN 114934623B CN 202210671236 A CN202210671236 A CN 202210671236A CN 114934623 B CN114934623 B CN 114934623B
Authority
CN
China
Prior art keywords
cable
plate
cover plate
lug plate
steel pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202210671236.2A
Other languages
Chinese (zh)
Other versions
CN114934623A (en
Inventor
马青
王月栋
张泽宇
王皓
郑明召
刘洁
曾丽静
孙鸿敏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Central Research Institute of Building and Construction Co Ltd MCC Group
Original Assignee
Central Research Institute of Building and Construction Co Ltd MCC Group
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Central Research Institute of Building and Construction Co Ltd MCC Group filed Critical Central Research Institute of Building and Construction Co Ltd MCC Group
Priority to CN202210671236.2A priority Critical patent/CN114934623B/en
Publication of CN114934623A publication Critical patent/CN114934623A/en
Application granted granted Critical
Publication of CN114934623B publication Critical patent/CN114934623B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/14Suspended roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5825Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5837Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
    • E04B1/585Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form with separate connection devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B2001/5868Hinged connections

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Details Of Indoor Wiring (AREA)
  • Installation Of Indoor Wiring (AREA)

Abstract

The invention discloses a cable dome inhaul cable space multidirectional intersection node for a space cable structure, which comprises an upper cover plate, a lower cover plate, a middle partition plate, a central steel pipe and an inhaul cable lug plate, wherein the upper cover plate, the lower cover plate and the middle partition plate are horizontally arranged and respectively connected and fixed at the upper end, the lower end and the middle position of the central steel pipe, and the middle partition plate divides the node into an upper half area and a lower half area; the cable pulling lug plate at least comprises a first cable pulling lug plate and a second cable pulling lug plate, the first cable pulling lug plate is vertically arranged in the upper half area, the second cable pulling lug plate is vertically arranged in the lower half area, and the extension line of the cable axis connected with the first cable pulling lug plate and the second cable pulling lug plate is converged at the center of the node. The node provided by the invention is simple to manufacture, reasonable in stress, high in strength and low in material consumption, and particularly, the number and arrangement of the inhaul cables are flexible under the condition that the connecting space is multidirectional and a plurality of inhaul cables are needed, so that the node is suitable for various structural forms such as large-span space buildings, bridges and the like, is wide in application and is worthy of popularization.

Description

Cable dome inhaul cable space multidirectional intersection for space cable structure
Technical Field
The invention relates to the technical field of building structures, in particular to a cable dome inhaul cable space multidirectional intersection for a space cable structure.
Background
Currently, with the continuous progress of building materials and building technologies, the large-span spatial cable structure is widely applied to meet the use requirements of large-span buildings such as stadiums, exhibition halls and the like, and a large indoor space without columns is formed as much as possible.
The cable dome structure node is usually related to in the large-span space cable structure, and its main role is to connect each different direction cable, however when the cable that merges is more, the node structure is comparatively complicated, adopts cast steel node in traditional structural design generally. The cast steel node is greatly higher in cost than the steel plate splicing node due to the need of a manufacturing die and a more complex processing technology. Especially when the cable dome structure is not centrosymmetric, the included angles among the cables at all positions are different, so that each node needs to be independently manufactured with a die, the manufacturing cost of the node is further improved, and the manufacturing period is prolonged.
The existing cable joints are generally arranged in the same plane, and only the plane convergence of the cables can be realized by the joints, and the cable space multi-angle convergence cannot be realized. In addition, in the existing cable joint, different cables in the same plane are usually connected to the whole cable pulling lug plate, and the cables with different cable forces use the lug plate with the same thickness, so that materials are wasted.
Disclosure of Invention
In order to solve the problems, the cable dome inhaul cable space multidirectional intersection node for the space cable structure is high in node strength, simple in structure, reasonable in stress, clear in force transmission mechanism, capable of saving materials, easy to manufacture and convenient to assemble on site.
The invention is realized in the following way:
a cable dome cable space multidirectional intersection node for space cable structure, includes upper cover plate, lower cover plate, intermediate baffle, center steel pipe and cable otic placode, wherein: the upper cover plate, the lower cover plate and the middle partition plate are horizontally arranged and respectively connected and fixed at the upper end, the lower end and the middle position of the central steel pipe, and the middle partition plate divides the node into an upper half area and a lower half area; the cable ear plate comprises a first cable ear plate and a second cable ear plate, wherein the first cable ear plate is vertically arranged in the upper half area, the second cable ear plate is vertically arranged in the lower half area, and the extension line of the cable axis connected with the first cable ear plate and the second cable ear plate is converged at the center of the node.
In some embodiments, the upper cover plate, the lower cover plate and the middle partition plate are all round steel plates, and the side elevation projection is in a shape of Chinese character 'Wang'.
In some embodiments, the upper and lower edges of the first stay lug plate are welded with the upper cover plate and the middle partition plate, the vertical edge is welded with the central steel pipe, the upper and lower edges of the second stay lug plate are welded with the middle partition plate and the lower cover plate, and the vertical edge is connected with the central steel pipe.
In some embodiments, the first tab is configured to connect a cable that is inclined upward, i.e., the cable axis points in an inclined upward direction, the cable axis forms an obtuse angle with the axis of the central steel tube in a vertically downward direction, and the second tab is configured to connect a cable that is inclined downward, i.e., the cable axis points in an inclined downward direction, the cable axis forms an acute angle with the axis of the central steel tube in a vertically downward direction.
In some embodiments, the first and/or second cable lug plates are provided with one or more pieces, the position and angle being determined according to the axial direction of the connected cable.
In some embodiments, the central steel pipe comprises a first pipe section in the upper half area and a second pipe section in the lower half area, wherein the upper end and the lower end of the first pipe section are respectively welded and fixed at the centers of the upper cover plate and the middle partition plate, and the upper end and the lower end of the second pipe section are respectively welded and fixed at the centers of the middle partition plate and the lower cover plate.
In some embodiments, a third lashing tab is provided in the upper or lower half and the first and second lashing tab are for connecting a cable dome spinal cord, the third lashing tab being for connecting a cable dome spinal cord.
In some embodiments, the cable lug structure further comprises a stiffening rib plate, wherein the stiffening rib plate is arranged at a position corresponding to at least one second cable lug plate in the upper half area, the upper edge and the lower edge of the stiffening rib plate are fixedly welded with the upper cover plate and the middle partition plate, and the vertical edge of the stiffening rib plate is fixedly welded with the central steel pipe;
and/or the stiffening rib plate is arranged at the position of the lower half area corresponding to at least one first guy cable ear plate, the upper and lower edges of the stiffening rib plate are welded and fixed with the middle partition plate and the lower cover plate, and the vertical edge is welded and fixed with the central steel pipe.
In some embodiments, the support rod comprises a support rod lug plate which is vertically connected and fixed at the bottom of the lower cover plate and used for connecting the support rod.
In some embodiments, the upper cover plate, the lower cover plate, the middle partition plate and the inhaul cable ear plates are formed by cutting steel plates, and the central round tube is a seamless steel tube.
Compared with the prior art, the cable dome cable space multidirectional intersection node for the space cable structure has the following advantages:
(1) The invention is formed by welding the steel plate and the steel pipe without manufacturing a die.
(2) The cable angle of the node at different positions can be different, and when the cable angle is changed, only the position and the angle of the cable pulling lug plate are required to be adjusted, the whole node is not required to be redesigned and manufactured, and the upper cover plate, the lower cover plate, the middle partition plate and the central steel pipe can be of the same specification.
(3) The stay cables (the ridge cables and the inclined cables) in the unified vertical plane of the traditional cast steel node are connected to the same lug plate, but when the difference of the cable forces of the two stay cables is large, waste is caused to the position with smaller cable force.
(4) When the spinal chord and the inclined chord axis are not in the same vertical plane or are inconsistent in number, the design of separating the joint up and down can be easily realized.
(5) When the invention is used for the node on the stay bar, the top of the node is provided with a larger plane, so that the connection with the roof substructure is convenient.
(6) The number of the inhaul cables connected by the nodes is flexible and free, and the inhaul cables can be suitable for various structural forms.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It will be apparent to those of ordinary skill in the art that the drawings in the following description are exemplary only and that other implementations can be obtained from the extensions of the drawings provided without inventive effort.
The structures, proportions, sizes, etc. shown in the present specification are shown only for the purposes of illustration and description, and are not intended to limit the scope of the invention, which is defined by the claims, but rather by the claims.
FIG. 1 is a side view of an intersection node according to one embodiment of the present invention;
FIG. 2 is a top view of an intersection node according to one embodiment of the present invention;
FIG. 3 is a perspective view of an intersection node according to one embodiment of the present invention;
FIG. 4 is a side view of another embodiment junction of the present invention;
fig. 5 is a perspective view of another embodiment junction of the present invention.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the present invention will be described in further detail with reference to the embodiments and the accompanying drawings. The exemplary embodiments of the present invention and their descriptions herein are for the purpose of explaining the present invention, but are not to be construed as limiting the invention.
In the description of the present invention, it should be understood that the terms "comprises/comprising," "consists of … …," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a product, apparatus, process, or method that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such product, apparatus, process, or method as desired. Without further limitation, an element defined by the phrases "comprising/including … …," "consisting of … …," and the like, does not exclude the presence of other like elements in a product, apparatus, process, or method that includes the element.
In the present invention, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
It should be further understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like are used in an orientation or positional relationship based on that shown in the drawings, merely to facilitate describing the present invention and to simplify the description, and do not indicate or imply that the devices, components, or structures referred to must have a particular orientation, be constructed or operated in a particular orientation, and are not to be construed as limiting the present invention.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present invention, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
The implementation of the present invention will be described in detail with reference to the preferred embodiments.
Referring to fig. 1, a cable dome cable space multidirectional intersection 100 for a space cable structure according to a preferred embodiment of the present invention includes an upper cover plate 1, a lower cover plate 2, an intermediate partition plate 3, a central steel pipe 4 and a cable lug plate, and the specific structure of each component and its location and connection relationship are described in detail below with reference to specific diagrams.
In some embodiments, as shown in fig. 1, the upper cover plate 1, the lower cover plate 2 and the middle partition plate 3 are horizontally placed and respectively connected and fixed at the upper end, the lower end and the middle position of the central steel pipe 4, and the middle partition plate 3 divides the node into an upper half area and a lower half area, wherein the upper half area and the lower half area respectively bear different functions, and the functions will be described in detail later. It should be understood that the intermediate partition plate 3 is fixedly connected to the central position of the central steel pipe 4, and should not be limited to the central position of the central steel pipe 4, but may be a proper position between the upper cover plate 1 and the lower cover plate 2, and is preferably a central position according to the calculation of stress.
The upper cover plate 1, the lower cover plate 2, the middle partition plate 3 and the central steel pipe 4 are integrally in a king-shaped structure on the side surface, the whole shape of the node is attractive, the structural modeling is simple, the processing and the manufacturing are easy, and the installation is easy on site. Considering the connection strength of the whole node, the upper cover plate 1, the lower cover plate 2 and the middle partition plate 3 are made of steel plates, and preferably circular steel plates are adopted, as shown in fig. 2.
In some embodiments, referring to fig. 1 and 2, the cable lug plate includes at least a first cable lug plate 5 and a second cable lug plate 6, the first cable lug plate 5 is vertically disposed in the upper half, the second cable lug plate 6 is vertically disposed in the lower half, and the cable axis extension lines of the first cable lug plate 5 and the second cable lug plate 6 are connected meet at the center O of the node. According to the design trend of the inhaul cable, the inhaul cable lug plates at corresponding positions and angles are matched, so that all directions of stress of all directions of inhaul cables at the joints are converged at the center of the joints, the stress balance is kept, and the joint stress is more reasonable.
In some embodiments, referring to fig. 2 and 3, the upper and lower edges of the first guy lugs 5 are welded to the upper cover plate 1 and the middle partition plate 3, the vertical edges are welded to the central steel pipe 4, and the upper and lower edges of the second guy lugs 6 are welded to the middle partition plate 3 and the lower cover plate 2, and the vertical edges are connected to the central steel pipe 4. Through three-sided welded fastening with cable ear plate and upper and lower apron, intermediate baffle and central steel pipe, cable pulling force leans on intermediate baffle and central steel pipe to the cable slant sets up intermediate baffle and plays main atress effect under the state, and the node atress is more reasonable.
In some embodiments, referring again to fig. 1, the first tab 5 is configured to connect a cable oriented obliquely upward, i.e., with the cable axis oriented in an obliquely upward direction, at an obtuse angle, such as angle α in the figure, with the axis of the central steel tube 4 in a vertically downward direction, and the second tab 6 is configured to connect a cable oriented obliquely downward, i.e., with the cable axis oriented in an obliquely downward direction, at an acute angle, such as angle β in the figure, with the axis of the central steel tube 4 in a vertically downward direction. The cable ear plate of the upper half area is connected with the cable which is obliquely upwards, the cable ear plate of the lower half area is connected with the cable which is obliquely downwards, the node cable layout is more reasonable, and the extension line of each cable axis can be ensured to meet at the center O of the node.
In some embodiments, the first cable lug plate 5 may be provided with one or more pieces, the position and angle being determined according to the axial direction of the connected cable. Also, the second stay tab plate 6 may be provided with one or more pieces, the position and angle being determined according to the axial direction of the connected stay. As shown in fig. 3, two first cable lug plates 5 and two second cable lug plates 6 are provided, which is particularly important when there are more converging cables, and since the cable dome structure node mainly serves to connect cables in different directions, the node structure is relatively complex when there are more converging cables, and cast steel nodes are generally adopted in the conventional structural design. The cast steel node is greatly higher in cost than the steel plate splicing node due to the need of a manufacturing die and a more complex processing technology. Especially when the cable dome structure is not centrosymmetric, the included angles among the cables at all positions are different, so that each node is required to be independently manufactured with a die, the manufacturing cost of the node is further improved, and the manufacturing period is prolonged. According to the invention, the multi-pull-cable lug plates are arranged in the upper and lower different areas, so that the multi-pull-cable junction connection requirements of multi-directional pull cables with different directions, different angles and different purposes are met.
In some embodiments, the central steel pipe 4 is not an entire steel pipe, but adopts a segmented structure, and comprises a first pipe section 4-1 and a second pipe section 4-2, wherein the first pipe section 4-1 is positioned in an upper half area, the second pipe section 4-2 is positioned in a lower half area, the upper end and the lower end of the first pipe section 4-1 are respectively welded and fixed with the centers of the upper cover plate 1 and the middle baffle plate 3, and the upper end and the lower end of the second pipe section 4-2 are respectively welded and fixed with the centers of the middle baffle plate 3 and the lower cover plate 2. Through adopting sectional type steel pipe structure, be convenient for steel pipe tip and upper and lower apron and intermediate baffle welded connection, and avoided trompil at intermediate baffle 3 center and increased the processing complexity of baffle, and the steel pipe perforation is more complicated than the segmentation direct weld.
In some embodiments, the present invention may further provide a third cable lug plate 7, where the third cable lug plate 7 is provided in the upper half or the lower half, and when the third cable lug plate 7 is provided, the first cable lug plate 5 and the second cable lug plate 6 are used to connect cable dome chordae, and the third cable lug plate 7 is used to connect cable dome chordae. Since the cable force of the spinal cord is far greater than that of the inclined cord in general, the thickness of the steel plates required by the first cable lug plate 5 and the second cable lug plate 6 is also far greater than that of the third cable lug plate 7, if the third cable lug plate 7, the first cable lug plate 5 and the second cable lug plate 6 adopt the same steel plate, the third cable lug plate 7 can cause larger material waste. It should be noted that the position and thickness of the third tab plate 7 are determined according to the stress calculation, and when the third tab plate is disposed in the upper half area, the third tab plate and at least one of the second tab plates may be in the same vertical plane or not, and the thicknesses of the third tab plate and the second tab plates may be the same or different; also, when disposed in the lower half region, the third tab plate and at least one of the first tab plates may or may not be in the same vertical plane, and may or may not be the same thickness. The above-mentioned third tab 7 may be made of a steel plate with a smaller thickness, and it should be understood that each tab is separately provided and may be cut separately, and in general, the thickness of the third tab 7 is smaller to save materials, which does not mean that the thickness of the third tab 7 must be smaller than the thickness of the first tab 5 and the second tab 6 connected to the spinal cord. In particular, when the third cable lug plate and one first cable lug plate or one second cable lug plate can be positioned in the same vertical plane, the upper cable lug plate and the lower cable lug plate are separated by virtue of the middle partition plate 3, the upper cable lug plate and the lower cable lug plate are not in a whole plate structure, but are independently designed in a partition manner, and are independently cut, and the respective thicknesses are determined according to respective stress calculation, so that the stress requirements are met, and the mutual influence is avoided.
In some embodiments, referring to fig. 4 and 5, the present invention further provides a stiffening rib 8, where the stiffening rib 8 is disposed at a position corresponding to at least one second lasso plate 6 in the upper half area, and the upper and lower edges thereof are welded and fixed with the upper cover plate 1 and the middle partition plate 3, and the vertical edges thereof are welded and fixed with the central steel pipe 4. Of course, the stiffening rib plate 8 can also be arranged at the position of the lower half area corresponding to at least one first guy lug plate 5, the upper and lower edges of the stiffening rib plate are welded and fixed with the middle partition plate 3 and the lower cover plate 2, and the vertical edges of the stiffening rib plate are welded and fixed with the central steel pipe 4. The stiffening rib plates are additionally arranged at the positions where the first cable lug plates 5 or the second cable lug plates 6 are arranged, and are coplanar with the corresponding first cable lug plates 5 or the second cable lug plates 6 in the vertical plane, so that the integral strength of the middle partition plate 3 is improved, and the strength and stability of the joints are enhanced.
It is easy to understand that when the third stay plates 7 and the stiffening rib plates 8 are provided at the same time, the stiffening rib plates 8 should avoid the positions of the third stay plates 7, at the positions where the third stay plates 7 are not provided in the upper or lower half.
In some embodiments, the joint of the present invention further comprises a stay lug plate 9 vertically connected and fixed to the bottom of the lower cover plate 2 for connecting the stay, and the stay lug plate shape is determined according to the axial direction of the connected stay.
The upper cover plate 1, the lower cover plate 2, the middle partition plate 3, the stay lug plate and the stay lug plate 9 are formed by cutting steel plates, and the central round tube 4 is a seamless steel tube. The size of the upper cover plate, the lower cover plate and the middle spacer plate is determined by stress calculation, and the length of a welding seam between the cable lug plate and the middle cover plate is ensured to be larger than the length of the welding seam calculated according to the cable force of the inhaul cable.
Through the explanation, the node structure provided by the invention is easy to foresee, simple to manufacture, reasonable in stress, high in strength and low in material consumption, and particularly, the number of the inhaul cables is flexible and the arrangement is flexible for the condition of connecting the space with multiple inhaul cables, so that the node structure is suitable for various structural forms such as large-span space buildings, bridges and the like, and is wide in application and worthy of popularization.
It is easy to understand by those skilled in the art that the above preferred embodiments can be freely combined and overlapped without conflict.
The foregoing description of the preferred embodiments of the invention is not intended to limit the invention to the particular forms disclosed, but on the contrary, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the invention.

Claims (9)

1. A cable dome cable space multidirectional intersection node for space cable structure, its characterized in that includes upper cover plate, lower apron, intermediate baffle, central steel pipe and cable otic placode, wherein:
the upper cover plate, the lower cover plate and the middle partition plate are horizontally arranged and respectively connected and fixed at the upper end, the lower end and the middle position of the central steel pipe, and the middle partition plate divides the node into an upper half area and a lower half area;
the cable lug plate at least comprises a first cable lug plate and a second cable lug plate, wherein the first cable lug plate is vertically arranged in the upper half area, the second cable lug plate is vertically arranged in the lower half area, and the extension line of the cable axis connected with the first cable lug plate and the second cable lug plate is converged at the center of the node; and is also provided with
The first cable lug plate is configured to be connected with an obliquely upward cable, namely the cable axis points to an obliquely upward direction, an included angle between the cable axis and the vertically downward direction of the axis of the central steel pipe is an obtuse angle, and the second cable lug plate is configured to be connected with an obliquely downward cable, namely the cable axis points to an obliquely downward direction, and an included angle between the cable axis and the vertically downward direction of the axis of the central steel pipe is an acute angle;
one or more first cable lug plates and/or one or more second cable lug plates are arranged, and the positions and the angles are determined according to the axis direction of the connected inhaul cable.
2. The cable dome cable spatial multi-directional junction according to claim 1, wherein:
the upper cover plate, the lower cover plate and the middle partition plate are all round steel plates, and the projection of the side elevation is in a shape of Chinese character Wang.
3. The cable dome cable spatial multi-directional junction according to claim 1, wherein:
the upper edge and the lower edge of the first cable lug plate are welded and fixed with the upper cover plate and the middle partition plate, the vertical edge is welded and fixed with the central steel pipe, the upper edge and the lower edge of the second cable lug plate are welded and fixed with the middle partition plate and the lower cover plate, and the vertical edge is connected and fixed with the central steel pipe.
4. The cable dome cable spatial multi-directional junction according to claim 1, wherein:
the center steel pipe comprises a first pipe section in the upper half area and a second pipe section in the lower half area, the upper end and the lower end of the first pipe section are respectively welded and fixed at the centers of the upper cover plate and the middle partition plate, and the upper end and the lower end of the second pipe section are respectively welded and fixed at the centers of the middle partition plate and the lower cover plate.
5. The cable dome cable spatial multi-directional junction according to claim 1, wherein:
the cable-stayed bridge further comprises a third cable-stayed lug plate which is arranged in the upper half area or the lower half area, the first cable-stayed lug plate and the second cable-stayed lug plate are used for connecting cable dome chordae, and the third cable-stayed lug plate is used for connecting cable dome oblique cables.
6. The cable dome cable spatial multi-directional junction according to claim 1, wherein:
the cable-pulling lug plate is characterized by further comprising a stiffening rib plate, wherein the stiffening rib plate is arranged at the position corresponding to at least one second cable-pulling lug plate in the upper half area, the upper edge and the lower edge of the stiffening rib plate are welded and fixed with the upper cover plate and the middle partition plate, and the vertical edge of the stiffening rib plate is welded and fixed with the central steel pipe.
7. The cable dome cable spatial multi-directional junction according to claim 6, wherein:
the stiffening rib plate is arranged at the position of the lower half area corresponding to at least one first guy cable lug plate, the upper edge and the lower edge of the stiffening rib plate are welded and fixed with the middle partition plate and the lower cover plate, and the vertical edge is welded and fixed with the central steel pipe.
8. The cable dome cable spatial multi-directional junction according to claim 1, wherein:
the lower cover plate is vertically connected and fixed at the bottom of the lower cover plate and is used for connecting the stay bars.
9. The cable dome cable spatial multi-directional junction according to any one of claims 1 to 8, wherein:
the upper cover plate, the lower cover plate, the middle partition plate and the inhaul cable lug plates are formed by cutting steel plates, and the central steel pipe is a seamless steel pipe.
CN202210671236.2A 2022-06-15 2022-06-15 Cable dome inhaul cable space multidirectional intersection for space cable structure Active CN114934623B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210671236.2A CN114934623B (en) 2022-06-15 2022-06-15 Cable dome inhaul cable space multidirectional intersection for space cable structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210671236.2A CN114934623B (en) 2022-06-15 2022-06-15 Cable dome inhaul cable space multidirectional intersection for space cable structure

Publications (2)

Publication Number Publication Date
CN114934623A CN114934623A (en) 2022-08-23
CN114934623B true CN114934623B (en) 2023-11-21

Family

ID=82865903

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210671236.2A Active CN114934623B (en) 2022-06-15 2022-06-15 Cable dome inhaul cable space multidirectional intersection for space cable structure

Country Status (1)

Country Link
CN (1) CN114934623B (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8671646B2 (en) * 2009-09-03 2014-03-18 Zhejiang University Layer-by-layer double-hoop sunflower-shaped cable dome structure and its construction method
CN204059587U (en) * 2014-08-18 2014-12-31 中机中联工程有限公司 A kind of Space Beam-strut-drag-line steel structures coating
WO2020016164A1 (en) * 2018-07-17 2020-01-23 Thyssenkrupp Steel Europe Ag Load-distributing nodes with adjustable output angle
CN111101632A (en) * 2020-01-08 2020-05-05 中国建筑西南设计研究院有限公司 Large-opening inner ring steel truss cable dome structure
CN212248852U (en) * 2020-03-27 2020-12-29 上海同磊土木工程技术有限公司 Cable connection node of annular cable discontinuous string dome and tensioning device thereof
CN112144725A (en) * 2020-09-16 2020-12-29 北京市建筑工程研究院有限责任公司 Cable dome structure with limited installation space and forming method thereof
CN113175100A (en) * 2021-04-29 2021-07-27 同济大学建筑设计研究院(集团)有限公司 Non-coplanar multi-stay-cable intersection upper node of large-span cable-stayed structure
CN113266080A (en) * 2021-04-26 2021-08-17 北京建筑大学 Assembly type cable dome node structure and assembly method thereof

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8671646B2 (en) * 2009-09-03 2014-03-18 Zhejiang University Layer-by-layer double-hoop sunflower-shaped cable dome structure and its construction method
CN204059587U (en) * 2014-08-18 2014-12-31 中机中联工程有限公司 A kind of Space Beam-strut-drag-line steel structures coating
WO2020016164A1 (en) * 2018-07-17 2020-01-23 Thyssenkrupp Steel Europe Ag Load-distributing nodes with adjustable output angle
CN111101632A (en) * 2020-01-08 2020-05-05 中国建筑西南设计研究院有限公司 Large-opening inner ring steel truss cable dome structure
CN212248852U (en) * 2020-03-27 2020-12-29 上海同磊土木工程技术有限公司 Cable connection node of annular cable discontinuous string dome and tensioning device thereof
CN112144725A (en) * 2020-09-16 2020-12-29 北京市建筑工程研究院有限责任公司 Cable dome structure with limited installation space and forming method thereof
CN113266080A (en) * 2021-04-26 2021-08-17 北京建筑大学 Assembly type cable dome node structure and assembly method thereof
CN113175100A (en) * 2021-04-29 2021-07-27 同济大学建筑设计研究院(集团)有限公司 Non-coplanar multi-stay-cable intersection upper node of large-span cable-stayed structure

Also Published As

Publication number Publication date
CN114934623A (en) 2022-08-23

Similar Documents

Publication Publication Date Title
CA2128170C (en) Truss
US7143550B1 (en) Double network reticulated frame structure
JP2014526005A (en) Wide static structure
CN103518024A (en) Open web grid runner
CN114934623B (en) Cable dome inhaul cable space multidirectional intersection for space cable structure
US4548013A (en) Ceiling suspension system
CN206859477U (en) Lattice two-way beam composite floor
CN207829162U (en) A kind of double-deck dislocation truss of building structure
CN217811605U (en) Spatial tube truss connection node structure with abrupt height change at support
CN217811604U (en) Folded plate-like structure
CN219528202U (en) High-strength special-shaped awning
CN201198608Y (en) Eccentric hollow ball node
CN219138149U (en) Large-scale four-bifurcation cast steel node with special-shaped main pipe
CN217601704U (en) Steel structure node
CN214994606U (en) Single-layer box-section reticulated shell m-shaped welded joint
US20060150560A1 (en) Truss systems and methods
CN217870939U (en) Spherical curved surface single-layer reticulated shell joint
CN111485670A (en) Assembly type equal-length vertical web member truss sloping roof beam system structure
CN215948635U (en) Rigid roof and building
JP2019065540A (en) Structure
CN108035441A (en) The double-deck dislocation truss and its construction method of a kind of building structure
SU1760043A1 (en) Latticed construction member
CN218814640U (en) Slope roofing structure and packing formula case room
CN211341366U (en) Triangular cone-shaped folded surface steel structure
KR200321387Y1 (en) Membrane fixed structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant