CN205776752U - A kind of hybrid grid cylinder that can improve bundle pillar unstability load - Google Patents
A kind of hybrid grid cylinder that can improve bundle pillar unstability load Download PDFInfo
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- CN205776752U CN205776752U CN201620350497.4U CN201620350497U CN205776752U CN 205776752 U CN205776752 U CN 205776752U CN 201620350497 U CN201620350497 U CN 201620350497U CN 205776752 U CN205776752 U CN 205776752U
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- cylinder
- prestressed cable
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Abstract
The utility model discloses a kind of hybrid grid cylinder that can improve bundle pillar unstability load, relate to technical field of structural engineering.Hybrid grid cylinder includes steel lattice cylinder, outer press ring, prestressed cable dish and space oblique radiation prestressed cable.Multiple tracks outer press ring is embedded in steel lattice cylinder along short transverse, prestressed cable dish is located at steel lattice cylinder axle center, and shift to install along short transverse with outer press ring, space oblique radiation prestressed cable is oblique to be connected between outer press ring and prestressed cable dish, and three collectively constitutes the inner space rope support system of hybrid grid cylinder.This rope support body is equivalent in tying up to horizontal plane embed some rung formula rigid disks, energy operative constraint mesh cylinder out-of-plane deformation along short transverse in mesh cylinder, reduces the mesh cylinder sensitivity to initial geometrical defect, and then improves the bundle pillar unstability load of mesh cylinder；In vertical plane, then collectively constitute girder system with mesh cylinder, promote anti-side rigidity and the bearing capacity of mesh cylinder, thus be the new structural systen of a kind of high-efficiency and economic.
Description
Technical field
This utility model relates to technical field of structural engineering, particularly relates to a kind of novel hybrid grid cylinder, particularly relates to one
Plant the hybrid grid cylinder that can improve bundle pillar unstability load.
Background technology
As the load-carrying construction of vertical load, hyperboloid or cylinder mesh cylinder due to its profile attractive in appearance and good penetrating effect
Really, engineer applied is the most in recent years.Most typical genus animation museum of China and Guangzhou New TV Tower, the former adopts
With hyperboloid network cylinder, the latter have employed rigidity direction the three-way grid cylinder of notable difference.
Either hyperboloid mesh cylinder or cylinder mesh cylinder, in vertical load (gravity laod) and moment of flexure (wind or earthquake)
Under effect, cylinder overall collapse will not occur more greatly due to its planar dimension, but the large area face of cylinder local easily occurs
Outer unstable failure, referred to as bundle pillar unstability.Owing to cylinder peripheral member (grid posts) is radially without any horizontal support, group
During post unstability, unstability load is relatively low, is the main cause of restriction mesh cylinder structure design economy.
The bundle pillar unstability load of mesh cylinder has substantial connection with its height and diameter, along with the increase of mesh cylinder block dimension, spy
It not that planar dimension increases its bundle pillar unstability load and will drastically decline, thus need to increase outside mesh cylinder for meeting requirement for bearing capacity
Enclose the size of component (grid posts), but this will reduce the permeability of mesh cylinder structure, and design economy is poor.
In view of the situation, seek vertically to carry more efficiently, to design more cost effective mesh cylinder pattern be structure work to structure
The task of top priority of journey circle.It will be apparent that only from changing the grid pattern of cylinder or increasing web thickness, be a kind of waste
Material and the method little to vertical bearing capacity raising, thus in terms of structural style and structural system, to seek solution party
Case.
Utility model content
For improving load-carrying efficiency and the design economy of mesh cylinder structure, the utility model proposes one and can improve bundle pillar
The hybrid grid cylinder of unstability load.Described hybrid grid cylinder includes: steel lattice cylinder, outer press ring, prestressed cable dish and space
Oblique radiation prestressed cable；Described outer press ring is arranged along short transverse multiple tracks according to the actual requirements, is embedded in described steel mesh
In lattice cylinder；Described prestressed cable dish is placed on described steel lattice cylinder shaft core position, and wrong with described outer press ring along short transverse
Position is arranged；Described space oblique radiation prestressed cable is oblique to be connected between described outer press ring and described prestressed cable dish.
In above-mentioned hybrid grid cylinder, described steel lattice cylinder includes: grid posts and ring beam；Described grid posts along two to intersection
Arrange, composition cylinder or hyperboloid grid barrel shell；Described ring beam is arranged on top and the bottom of described steel lattice cylinder, respectively
It is connected with top and the bottom of described grid posts.Described steel lattice cylinder is also in the downside of top ring beam and the upside of bottom ring beam
The most circumferentially it is uniformly arranged 8 otic placodes to be articulated and connected with corresponding described space oblique radiation prestressed cable.
In above-mentioned hybrid grid cylinder, described outer press ring includes: annular girder, connection short column and otic placode；Multiple described connections
Short column is arranged on the periphery wall of described annular girder to be welded to connect with corresponding grid posts；Described otic placode is in described annular girder
Side arrange the most symmetrically 8 with the corresponding described space hinged company of oblique radiation prestressed cable
Connect.
In above-mentioned hybrid grid cylinder, described prestressed cable dish includes: stem stem, ring flat-plate and otic placode；Described stem stem is arranged on
The center of described prestressed cable dish；The middle part of described stem stem it is enclosed within outside described ring flat-plate；Described otic placode is in the periphery of described stem stem
The upper and lower sides of wall arranges 8 the most symmetrically to cut with scissors with the corresponding oblique radiation in described space prestressed cable
Connect in succession.
In above-mentioned hybrid grid cylinder, the two ends of the oblique radiation in described space prestressed cable are respectively provided with fork ear with relative
The otic placode being arranged on described ring beam, outer press ring and prestressed cable dish answered is articulated and connected.
The novel hybrid grid cylinder that can significantly improve bundle pillar unstability load that the utility model proposes, be additionally arranged in inside by
The rope support system of outer press ring, prestressed cable dish and space oblique radiation prestressed cable composition, the hybrid grid so formed
Cylinder possesses following advantage:
(1) can effectively prevent mesh cylinder generation bundle pillar unstability, improve mesh cylinder bundle pillar unstability lotus under vertical uniform load q
Carry.The rope support system being made up of outer press ring, prestressed cable dish and space oblique radiation prestressed cable, in the horizontal direction
Being equivalent to embedded in several rung formula rigid disks along short transverse inside mesh cylinder, being applied with prestressed drag-line can
Effective constraint and the out-of-plane deformation coordinating grid posts, and then stop the appearance of bundle pillar Failure Model.
(2) anti-side rigidity and the bearing capacity of mesh cylinder can be effectively improved.Traditional double curved surface steel network lattice cylinder or cylinder steel
Mesh cylinder bearing mechanism under the horizontal loads such as wind, earthquake is similar to cantilever mast, and its anti-side rigidity is with bearing capacity relatively
Weak.And described hybrid grid cylinder, set up inside it by outer press ring, prestressed cable dish and space oblique radiation prestressing force
The rope support system of drag-line composition, collectively constitutes firm girder system with peripheral meshes cylinder, it is possible to notable in vertical plane
Improve the anti-side rigidity of mesh cylinder and bearing capacity.Owing to drag-line is applied with the prestressing force of certain level, can guarantee that this
Girder system is in normal operating conditions all the time, will not deactivate owing to the deformation of steel lattice cylinder makes rope lax.
(3) mesh cylinder sensitivity to geometry initial imperfection can be effectively reduced.Traditional double curved surface steel network lattice cylinder or cylinder
Steel lattice cylinder is under vertical load or horizontal loads, and grid posts is in vertical pressured state, and bundle pillar unstability is to cylinder
Initial geometrical defect has bigger sensitivity；Set up inside mesh cylinder by outer press ring, prestressed cable dish and Space Oblique
To the rope support system of radiation prestressed cable composition, it is possible to the effective local deformation retrained and coordinate grid posts, thus pole
The earth reduces the mesh cylinder sensitivity to geometry initial imperfection, and then prevents sending out too early of mesh cylinder bundle pillar Failure Model
Raw.
(4) economy and the reasonability of structural system are improved.Traditional double curved surface steel network lattice cylinder or cylinder steel lattice cylinder are by increasing
The sectional dimension of big grid posts, improves bending rigidity and the anti-bending bearing capacity of grid posts, and then reaches to reduce outside mesh cylinder face
Deformation, the purpose of raising bundle pillar unstability load.And the hybrid grid cylinder that the utility model proposes is retrained by prestressed cable
The out-of-plane deformation of mesh cylinder, utilization is axial rigidity and the axial bearing capacity of prestressed cable, has compared to component bending resistance
More direct binding effect and higher stock utilization, thus be the most more economical structural system.
Accompanying drawing explanation
Fig. 1 is the graphics of described hybrid grid cylinder, when steel lattice cylinder uses hyperboloid mesh cylinder；
Fig. 2 is the exploded view of described hyperboloid mesh cylinder；
Fig. 3 is the graphics of described rope support system, when steel lattice cylinder uses hyperboloid mesh cylinder；
Fig. 4 is the graphics of described hybrid grid cylinder, when steel lattice cylinder uses cylinder mesh cylinder；
Fig. 5 is the exploded view of described cylinder mesh cylinder；
Fig. 6 is the graphics of described rope support system, when steel lattice cylinder uses cylinder mesh cylinder；
Fig. 7 is the exploded view of described rope support system elementary cell；
Fig. 8 is described ring beam graphics；
Fig. 9 is the graphics of described outer press ring；
Figure 10 is the graphics of described prestressed cable dish；
Figure 11 is the graphics of the oblique radiation in described space prestressed cable；
Figure 12 is the exploded view that described space oblique radiation prestressed cable is articulated and connected.
Detailed description of the invention
Below in conjunction with the accompanying drawings 1～Figure 12, describe embodiment of the present utility model in detail.
As Figure 1 and Figure 4, a kind of novel hybrid grid cylinder that can improve bundle pillar unstability load includes with lower component:
1 steel lattice cylinder, including two kinds of forms: 1-1 hyperboloid mesh cylinder, 1-2 cylinder mesh cylinder；
2 outer press rings；
3 prestressed cable dishes；
The 4 oblique radiation in space prestressed cables.
As shown in Fig. 1～Fig. 7, a kind of hybrid grid cylinder of bundle pillar unstability load that can improve is by steel lattice cylinder 1, outer press ring
2, prestressed cable dish 3 and space oblique radiation prestressed cable 4 forms.Steel lattice cylinder 1 can use hyperboloid mesh cylinder
1-1 or cylinder mesh cylinder 1-2；Outer press ring 2 can be arranged along short transverse multiple tracks according to the actual requirements, is embedded in steel lattice cylinder
In 1；Prestressed cable dish 3 is placed on steel lattice cylinder 1 shaft core position, and shifts to install along short transverse with outer press ring 2；
The oblique radiation in space prestressed cable 4 is oblique to be connected between outer press ring 2 and prestressed cable dish 3.
As shown in Fig. 2, Fig. 5, steel lattice cylinder 1 is made up of grid posts 5 and ring beam 6.Grid posts 5 liang is to arranged crosswise
Composition cylinder or hyperboloid grid barrel shell；Ring beam 6 has twice, top ring beam 6-1 and bottom ring beam 6-2, is respectively provided with
In top and the bottom of steel lattice cylinder 1, and it is connected with top and the bottom of described grid posts 5 respectively.
As shown in Fig. 2,5,8, the most uniform in the upside of the downside of top ring beam 6-1 and bottom ring beam 6-2
8 otic placodes 7 are set to be articulated and connected with the corresponding oblique radiation in space prestressed cable 4.
As shown in Fig. 3,6,7,9, outer press ring 2 is made up of annular girder 8, connection short column 9 and otic placode 10.Multiple companies
Connect short column 9 to be arranged on the periphery wall of annular girder 8 to be welded to connect with corresponding grid posts 5；Otic placode 10 is at annular girder 8
Inner side arrange the most symmetrically 8 with the corresponding hinged company of the oblique radiation in space prestressed cable 4
Connect.
As shown in Fig. 3,6,7,10, prestressed cable dish 3 is made up of stem stem 11, ring flat-plate 12 and otic placode 13.Stem stem 11
Being arranged on the center of prestressed cable dish 3, be enclosed within the middle part of stem stem 11 outside ring flat-plate 12, otic placode 13 is in the periphery of stem stem 11
The upper and lower sides of wall arranges 8 the most symmetrically with hinged with corresponding space oblique radiation prestressed cable 4
Connect.
Such as Fig. 3, shown in 6,7,11, the two ends of the oblique radiation in space prestressed cable 4 be respectively provided with fork ear 14 with phase
The corresponding otic placode 7,10,13 being arranged on ring beam 6, outer press ring 2 and prestressed cable dish 3 is articulated and connected.
As shown in Fig. 3,6,7,12, the oblique radiation in space prestressed cable 4 be arranged on ring beam 6, outer press ring 2 or
The connected mode of the otic placode 7,10,13 on prestressed cable dish 3 is hinged.Use bearing pin 15 through fork ear 14 and otic placode
7, both are linked together by the pin shaft hole 16 on 10,13.
Claims (6)
1. the hybrid grid cylinder that can improve bundle pillar unstability load, it is characterised in that described hybrid grid cylinder includes: steel lattice cylinder, outer press ring, prestressed cable dish and space oblique radiation prestressed cable；Described outer press ring is arranged along short transverse multiple tracks according to the actual requirements, is embedded in described steel lattice cylinder；Described prestressed cable dish is placed on described steel lattice cylinder shaft core position, and shifts to install along short transverse with described outer press ring；Described space oblique radiation prestressed cable is oblique to be connected between described outer press ring and described prestressed cable dish.
A kind of hybrid grid cylinder that can improve bundle pillar unstability load the most according to claim 1, it is characterised in that described steel lattice cylinder includes: grid posts and ring beam；Described grid posts to arranged crosswise, forms cylinder or hyperboloid grid barrel shell along two；Described ring beam is arranged on top and the bottom of described steel lattice cylinder, is connected with top and the bottom of described grid posts respectively.
A kind of hybrid grid cylinder that can improve bundle pillar unstability load the most according to claim 1, it is characterized in that, described steel lattice cylinder is also the most circumferentially uniformly arranged 8 otic placodes in the upside of the downside of top ring beam and bottom ring beam, to be articulated and connected with corresponding described space oblique radiation prestressed cable.
A kind of hybrid grid cylinder cylinder that can improve bundle pillar unstability load the most according to claim 1, it is characterised in that described outer press ring includes: annular girder, connection short column and otic placode；Multiple described connection short columns are arranged on the periphery wall of described annular girder, to be welded to connect with corresponding grid posts；Described otic placode arranges 8 inside described annular girder the most symmetrically, to be articulated and connected with corresponding described space oblique radiation prestressed cable.
A kind of hybrid grid cylinder that can improve bundle pillar unstability load the most according to claim 1, it is characterised in that described prestressed cable dish includes: stem stem, ring flat-plate and otic placode；Described stem stem is arranged on the center of described prestressed cable dish；The middle part of described stem stem it is enclosed within outside described ring flat-plate；Described otic placode arranges 8 the most symmetrically at the upper and lower sides of the periphery wall of described stem stem, to be articulated and connected with corresponding described space oblique radiation prestressed cable.
A kind of hybrid grid cylinder that can improve bundle pillar unstability load the most according to claim 2, it is characterized in that, the two ends of the oblique radiation in described space prestressed cable are respectively provided with fork ear to be articulated and connected with the corresponding otic placode being arranged on described ring beam, outer press ring and prestressed cable dish.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620350497.4U CN205776752U (en) | 2016-04-22 | 2016-04-22 | A kind of hybrid grid cylinder that can improve bundle pillar unstability load |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620350497.4U CN205776752U (en) | 2016-04-22 | 2016-04-22 | A kind of hybrid grid cylinder that can improve bundle pillar unstability load |
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| Publication Number | Publication Date |
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| CN205776752U true CN205776752U (en) | 2016-12-07 |
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| CN201620350497.4U Expired - Fee Related CN205776752U (en) | 2016-04-22 | 2016-04-22 | A kind of hybrid grid cylinder that can improve bundle pillar unstability load |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756195A (en) * | 2016-04-22 | 2016-07-13 | 清华大学 | Hybrid grid cylinder capable of increasing grouped column instability loads |
| CN108916304A (en) * | 2018-08-27 | 2018-11-30 | 西安建筑科技大学 | One kind being used to support electrical equipment stay-supported SMA complex three-dimensional shock mitigation system |
| CN110979740A (en) * | 2019-11-15 | 2020-04-10 | 北京宇航系统工程研究所 | Hyperboloid diagonal bar does not have covering combined material grid structure and shaping frock thereof |
| CN117864422A (en) * | 2023-11-23 | 2024-04-12 | 北京宇航系统工程研究所 | Conical surface composite material mixed triangular grid structure and forming tool thereof |
-
2016
- 2016-04-22 CN CN201620350497.4U patent/CN205776752U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756195A (en) * | 2016-04-22 | 2016-07-13 | 清华大学 | Hybrid grid cylinder capable of increasing grouped column instability loads |
| CN108916304A (en) * | 2018-08-27 | 2018-11-30 | 西安建筑科技大学 | One kind being used to support electrical equipment stay-supported SMA complex three-dimensional shock mitigation system |
| CN108916304B (en) * | 2018-08-27 | 2024-02-02 | 西安建筑科技大学 | Pull-wire type SMA composite three-dimensional damping system for supporting electrical equipment |
| CN110979740A (en) * | 2019-11-15 | 2020-04-10 | 北京宇航系统工程研究所 | Hyperboloid diagonal bar does not have covering combined material grid structure and shaping frock thereof |
| CN117864422A (en) * | 2023-11-23 | 2024-04-12 | 北京宇航系统工程研究所 | Conical surface composite material mixed triangular grid structure and forming tool thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20200422 |