CN201232259Y - Spatial grid structure with horizontal and rigidity adjustable support - Google Patents
Spatial grid structure with horizontal and rigidity adjustable support Download PDFInfo
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- CN201232259Y CN201232259Y CNU2008201202994U CN200820120299U CN201232259Y CN 201232259 Y CN201232259 Y CN 201232259Y CN U2008201202994 U CNU2008201202994 U CN U2008201202994U CN 200820120299 U CN200820120299 U CN 200820120299U CN 201232259 Y CN201232259 Y CN 201232259Y
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Abstract
The utility model discloses a horizontal adjustable rigidity support of a grid structure, which comprises a support sphere joint, grid members, a crisscross ribbed plate, a support bottom plate, an anchor bolt, a chute, a slide plate, a support steel pipe, a pre-embedded steel plate and a lower structure. A steel plate, the slide plate and the support bottom plate are sequentially arranged on the pre-embedded steel plate, the crisscross ribbed plate is disposed on the support bottom plate, the support sphere joint is arranged on the crisscross ribbed plate, a plurality of grid members are disposed on the support sphere joint, the support steel pipe is arranged in the horizontal direction by passing through the center of the support sphere joint, and the other end of the support steel pipe is connected with a rigidity adjusting device, the chute is arranged on the support bottom plate, the anchor bolt matching the chute is disposed on the pre-embedded steel plate, and the anchor bolt penetrates through the steel plate, the slide plate and the support bottom plate. The utility model realizes the adjustability and optimization of the horizontal rigidity of the support, and effectively controls the horizontal support reaction and horizontal displacement of the structure. The utility model improves the stress performance of the structure under temperature action, earthquake action and dynamic load action to a certain extent.
Description
Technical field
The utility model relates to space truss structure, relates in particular to a kind of horizontal adjustable rigidity bearing of space truss structure.
Background technology
What space truss structure was general uses in large-scale public and industrial construction, and for example stadiums, airport, exhibition hall and large scale industry delivery room etc. are to use the most general form of structure in present China long span building structure.Along with the develop rapidly of China's economy, culture, the moulding of long span building is also novel day by day, complicated, and becoming more diverse of its function of use makes that also its design load is increasing, these all to structure design work have higher requirement.Regular meeting causes structure to produce excessive bearing horizontal reacting force or bearing horizontal movement under support condition commonly used in the past when the complicated building curved surface and the service load of increase; be difficult to satisfy the needs of architectural design; also usually can cause bearing; the difficulty of substructure and basic engineering; therefore; by adopting horizontal adjustable rigidity bearing; between horizontal seat counter-force and horizontal movement, seek to build with structure design and all be satisfied with and appropriate horizontal seat counter-force value and horizontal movement value; be the effective way that solves the problem that service load brings of complicated building curved surface and increase, to the great significance of long span building structure.
At present, the pedestal configurations form of space truss structure mainly contains two kinds: the linear displacement of three directions is the fixed-hinged support and the slidably hinged-support that discharges wherein some or both direction linear displacement of constraint all.The problem that the both exists bearing rigidity to be difficult to regulate.The restriction rigidity of fixed-hinged support equals the rigidity of bearing itself, promptly depends on the factor such as rigidity, sectional area, moment of inertia of substructure fully; Slidably hinged-support then equals zero at the linear displacement direction upper bracket horizontal rigidity that is discharged.
On the angle of structural mechanics, adopt fixed-hinged support can obtain maximum horizontal seat counter-force, this may cause bearing, substructure and Base Design to produce very big difficulty, especially when space truss structure be after substructure has been finished design or construction when having designed again, its horizontal seat counter-force generally all can have the maximum value restriction, if adopt this moment fixed-hinged support often just to be difficult to meet design requirement.On the contrary, adopting slidably, hinged-support then can obtain maximum horizontal movement, and this can cause the span centre vertical deflection of structure and the increase of horizontal amount of side-shift, and, because structure fails to obtain enough rigidity from bearing, so can only improve its stress performance by the sectional dimension that increases self member, thereby cause the increase of structure steel using amount.Fixed-hinged support and slidably hinged-support can be described as two kinds of extreme pedestal configurations forms, if the horizontal rigidity of bearing is corresponded to number axis to get on, they will correspond respectively to " 0 " and " ∞ " two end points, between this, then also have vast horizontal rigidity zone to select, and optimum horizontal rigidity value often all can drop in these zones for structure design.
Except above-mentioned two kinds of pedestal configurations forms commonly used, domesticly also developed a kind of " universal bearing " patent that horizontal spring structure is provided, but the position of its springs layout is the bottom at bearing, the direction of its horizontal reacting force is not also passed through the center of bearing ball node, therefore can bring the stressed adverse effect of eccentric support, and this eccentric state also can add the error between broad theory calculating and the actual configuration, and then causes the horizontal seat rigidity and the theoretical deviation that designs between the ideal value of wanting to reach of actual formation.Therefore, it is providing this service behaviour on the one hand of bearing horizontal rigidity accurately to be still waiting to improve.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, and a kind of horizontal adjustable rigidity bearing of space truss structure is provided.
It comprises the bearing ball node, the rack member, the cross floor, base-plate, crab-bolt, chute, slide plate, the bearing steel pipe, shrouding and connecting bolt, pre-embedded steel slab, substructure, pre-embedded steel slab is provided with steel plate successively, slide plate, base-plate, on base-plate, be provided with the cross floor, the cross floor is provided with the bearing ball node, the bearing ball node is provided with many rack members, on horizontal direction, be provided with the bearing steel pipe by the bearing ball node centre of sphere, shrouding and connecting bolt, the bearing steel pipe, the other end of shrouding and connecting bolt is connected with the rigidity adjusting device, the rigidity adjusting device is connected with pre-embedded steel slab, base-plate is provided with chute, pre-embedded steel slab is provided with the crab-bolt that matches with chute, and crab-bolt is passed steel plate, slide plate, base-plate.
The rigidity adjusting device comprises spring and set bolt, steel plate, is provided with a plurality of springs and set bolt between two steel plates.
The beneficial effect that the utility model has compared with prior art:
1. on the pedestal configurations design basis of space truss structure maturation, comprehensively fixed-hinged support and the slidably advantage of hinged-support, introducing can be regulated the spring assembly of rigidity, realize regulating and optimizing of bearing horizontal rigidity, with the horizontal seat counter-force that reaches effective control structure and the purpose of horizontal movement, and then improve the stress performance of structure, the steel using amount of control structure.
2. regulated the rigidity and the self-vibration characteristic of structure, increased the ductility and the elasticity energy absorption ability of structure, its stress performance under temperature action, geological process and dynamic load function has been had to a certain degree the effect of improving.
Description of drawings
Below in conjunction with accompanying drawing this practical patent is elaborated:
Fig. 1 is the dorsal surface axis side view of the horizontal adjustable rigidity bearing of space truss structure;
Fig. 2 is the positive side axis side view of the horizontal adjustable rigidity bearing of space truss structure;
Fig. 3 is the vertical view of the horizontal adjustable rigidity bearing of space truss structure;
Fig. 4 is the elevation of the horizontal adjustable rigidity bearing of space truss structure.
Fig. 5 is the lateral view of the horizontal adjustable rigidity bearing of space truss structure;
Fig. 6 (a) is the a-a sectional drawing of Fig. 5;
Fig. 6 (b) is the b-b sectional drawing of Fig. 5;
Fig. 6 (c) is the c-c sectional drawing of Fig. 5;
Fig. 6 (d) is the detail structure detail drawing of spring and set bolt;
Fig. 6 (e) is the bearing detail structure detail drawing of pipe, shrouding and connecting bolt just;
Among the figure: bearing ball node 1, rack member 2, floor 3, base-plate 4, crab-bolt 5, chute 6, slide plate 7, bearing steel pipe, shrouding and connecting bolt 8, spring and set bolt 9, steel plate 10, pre-embedded steel slab 11, substructure 12.
The specific embodiment
The horizontal adjustable rigidity bearing of space truss structure comprises bearing ball node 1, rack member 2, cross floor 3, base-plate 4, crab-bolt 5, chute 6, slide plate 7, the bearing steel pipe, shrouding and connecting bolt 8, pre-embedded steel slab 11, substructure 12, pre-embedded steel slab 11 is provided with steel plate 10 successively, slide plate 7, base-plate 4, on base-plate 4, be provided with cross floor 3, cross floor 3 is provided with bearing ball node 1, bearing ball node 1 is provided with many rack members 2, on horizontal direction, be provided with the bearing steel pipe by bearing ball node 1 centre of sphere, shrouding and connecting bolt 8, the bearing steel pipe, the other end of shrouding and connecting bolt 8 is connected with the rigidity adjusting device, the rigidity adjusting device is connected with pre-embedded steel slab 11, base-plate 4 is provided with chute 6, pre-embedded steel slab 11 is provided with the crab-bolt 5 that matches with chute 6, and crab-bolt 5 is passed steel plate 10, slide plate 7, base-plate 4.The rigidity adjusting device comprises spring and set bolt 9, steel plate 10, is provided with a plurality of springs and set bolt 9 between two steel plates 10.
Actual application of the present utility model is as follows, at first determines desirable bearing horizontal rigidity value according to the design needs.The end reaction of structure and support displacement are structure and bearing results of interaction, because when structure design, the rigidity of structure self is a uncertain value, and horizontal seat rigidity is the value that needs optimization, the two all is uncertain amounts, therefore in the process of determining desirable bearing rigidity value, be difficult to realize, and should be the process of " preliminary design " and " repeatedly, progressively optimizing " by the mode that analytic method uses mathematic(al) representation to derive.When specific design, directly in design software, give an initial bearing horizontal rigidity for structure, finish the preliminary design of structure, the size of adjusting the bearing horizontal rigidity according to result and resulting horizontal seat counter-force and the horizontal seat displacement of design then, the structure of preliminary design is revised and optimized, till obtaining satisfied project organization.
After having obtained desirable bearing horizontal rigidity, just can come inverse to go out needs are laid spring assembly between bearing ball node and bearing quantity and rigidity value thereof according to the serial spring formula, thereby satisfy the design needs to the spring that factory customizes needed spring or choose suitable specification from the spring standard specification, in connection detail design and practice of construction process, finish the structure processing of horizontal adjustable rigidity bearing at last according to the principle described in this manual, method and accompanying drawing.
The utility model can also improve the stress performance of structure under temperature action, geological process and dynamic load function simultaneously except improving the stress performance of structure under normal operating mode.Its principle is that space truss structure belongs to the hyperstatic structure of high order, be subjected to the obvious effect of temperature action, and the space truss structure that adopts fixed-hinged support also can increase the stress burden in the structural element simultaneously especially because horizontal telescopic displacement can not get effective release and can produce very large horizontal seat counter-force; Adopt slidably that the space truss structure of hinged-support is subjected to the influence of temperature action less, but owing to fail to obtain enough rigidity from bearing, its exist again steel using amount bigger than normal wait not enough.Therefore, the space truss structure of the horizontal adjustable rigidity bearing of employing in fact still is to seek a kind of equalization point of appropriateness in the centre of two kinds of extremities, in the process of structure design, just can consider the influence of temperature action more accurately, improve the stress performance of structure.In addition, be laid in flexibility and natural frequency that spring in the horizontal adjustable rigidity bearing can also adjustment structure, increase the ductility and the elasticity energy absorption ability of structure, the stress performance of structure under geological process and dynamic load function had to a certain degree improvement effect.
The item that the utility model should be noted that when practical application:
1. open sufficiently long chute along the direction of needs adjustment bearing horizontal rigidity on the crab-bolt position of base-plate, its length need be calculated according to theory and determine and should keep certain excess length to guarantee the horizontal movement of releasing structure smoothly.Error between the bearing horizontal rigidity that needs for the bearing horizontal rigidity that can reduce actual formation and theoretical designing institute, should between base-plate and pre-embedded steel slab, lay friction factor as far as possible little " slide plate " (as " polyfluortetraethylene plate " etc.), to reduce the instrument error that level friction rigidity is brought.In order to prevent structure excessive situation of the horizontal amount of side-shift of appearance under improper design point, can also on base-plate, set up some other construction measure and help the maximum horizontal displacement of limiting structure, around at base-plate, add weldering methods such as " otic placodes " at the bearing place.
2. lay spring assembly between bearing ball node and bearing, the quantity of spring should be not very little, and it with joint efforts should be by the center of bearing ball node, to avoid stressed actual configuration of being brought of eccentric support and the error between the calculation assumption.The quantity of the spring of laying preferably should not be less than 4, and the position of its distribution should guarantee symmetry, and spacing should be amplified as much as possible, and set bolt should be laid in the center of spring, to prevent the buckling instability of spring.Spring can't directly be connected with the bearing ball node, therefore also need by assemblies such as some steel plates, steel pipe, shrouding and bolt by welding or bolted mode realize its with bearing ball node and bearing between be connected, the two ends of spring should be fixed on can bear pressure with the assurance spring on two blocks of steel plates that are parallel to each other and can bear pulling force again.
Claims (2)
1. the horizontal adjustable rigidity bearing of a space truss structure, it is characterized in that comprising bearing ball node (1), rack member (2), cross floor (3), base-plate (4), crab-bolt (5), chute (6), slide plate (7), the bearing steel pipe, shrouding and connecting bolt (8), pre-embedded steel slab (11), substructure (12), pre-embedded steel slab (11) is provided with steel plate (10) successively, slide plate (7), base-plate (4), on base-plate (4), be provided with cross floor (3), cross floor (3) is provided with bearing ball node (1), bearing ball node (1) is provided with many rack members (2), on horizontal direction, be provided with the bearing steel pipe by bearing ball node (1) centre of sphere, shrouding and connecting bolt (8), the bearing steel pipe, the other end of shrouding and connecting bolt (8) is connected with the rigidity adjusting device, the rigidity adjusting device is connected with pre-embedded steel slab (11), base-plate (4) is provided with chute (6), pre-embedded steel slab (11) is provided with the crab-bolt (5) that matches with chute (6), and crab-bolt (5) is passed steel plate (10), slide plate (7), base-plate (4).
2. according to the horizontal adjustable rigidity bearing of claim 1 space truss structure, it is characterized in that described rigidity adjusting device comprises spring and set bolt (9), steel plate (10), is provided with a plurality of springs and set bolt (9) between two steel plates (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201202994U CN201232259Y (en) | 2008-06-24 | 2008-06-24 | Spatial grid structure with horizontal and rigidity adjustable support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201202994U CN201232259Y (en) | 2008-06-24 | 2008-06-24 | Spatial grid structure with horizontal and rigidity adjustable support |
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| CN201232259Y true CN201232259Y (en) | 2009-05-06 |
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| CNU2008201202994U Expired - Lifetime CN201232259Y (en) | 2008-06-24 | 2008-06-24 | Spatial grid structure with horizontal and rigidity adjustable support |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101314963B (en) * | 2008-06-24 | 2010-06-16 | 广厦建设集团有限责任公司 | Horizontally adjustable stiff support of lattice framed structure |
| CN102661000A (en) * | 2012-05-29 | 2012-09-12 | 广西建工集团第五建筑工程有限责任公司 | Elastic support for single-layer multi-camber steel-structured net rack with single-layer welded balls |
| CN102900152A (en) * | 2012-10-19 | 2013-01-30 | 常州第一建筑集团有限公司 | Net rack plate type rotating support |
| CN103821227A (en) * | 2014-03-03 | 2014-05-28 | 周广恩 | Semispherical roof panel reticulated shell structure with vertical rod supporting for quick assembly |
| CN106400978A (en) * | 2016-12-02 | 2017-02-15 | 铁道第三勘察设计院集团有限公司 | Space lattice support convenient for whole assembling and capable of being multi-directionally adjusted |
| CN106836498A (en) * | 2016-12-28 | 2017-06-13 | 郑州工业应用技术学院 | A kind of super-span Stadium roof system steel truss lifting construction engineering method |
| CN107060087A (en) * | 2017-02-16 | 2017-08-18 | 苏州市苏网建设工程有限公司 | A kind of steel structure net rack |
| CN114673253A (en) * | 2022-03-18 | 2022-06-28 | 武汉理工大学 | Net rack support structure capable of adjusting displacement in three directions |
| CN114960965A (en) * | 2022-06-22 | 2022-08-30 | 中冶赛迪工程技术股份有限公司 | Inclined plane support for sliding of reticulated shell and construction method for connection of inclined plane support |
-
2008
- 2008-06-24 CN CNU2008201202994U patent/CN201232259Y/en not_active Expired - Lifetime
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101314963B (en) * | 2008-06-24 | 2010-06-16 | 广厦建设集团有限责任公司 | Horizontally adjustable stiff support of lattice framed structure |
| CN102661000A (en) * | 2012-05-29 | 2012-09-12 | 广西建工集团第五建筑工程有限责任公司 | Elastic support for single-layer multi-camber steel-structured net rack with single-layer welded balls |
| CN102661000B (en) * | 2012-05-29 | 2014-04-30 | 广西建工集团第五建筑工程有限责任公司 | Elastic support for single-layer multi-camber steel-structured net rack with single-layer welded balls |
| CN102900152B (en) * | 2012-10-19 | 2014-09-03 | 常州第一建筑集团有限公司 | Net rack plate type rotating support |
| CN102900152A (en) * | 2012-10-19 | 2013-01-30 | 常州第一建筑集团有限公司 | Net rack plate type rotating support |
| CN103821227B (en) * | 2014-03-03 | 2016-09-28 | 周广恩 | A kind of have that vertical member supports can the hemispherical refractory slab latticed shell structure of quick assembling |
| CN103821227A (en) * | 2014-03-03 | 2014-05-28 | 周广恩 | Semispherical roof panel reticulated shell structure with vertical rod supporting for quick assembly |
| CN106400978A (en) * | 2016-12-02 | 2017-02-15 | 铁道第三勘察设计院集团有限公司 | Space lattice support convenient for whole assembling and capable of being multi-directionally adjusted |
| CN106836498A (en) * | 2016-12-28 | 2017-06-13 | 郑州工业应用技术学院 | A kind of super-span Stadium roof system steel truss lifting construction engineering method |
| CN106836498B (en) * | 2016-12-28 | 2022-11-29 | 郑州工业应用技术学院 | Hoisting construction method for steel truss of grand stand roof of super-large span stadium |
| CN107060087A (en) * | 2017-02-16 | 2017-08-18 | 苏州市苏网建设工程有限公司 | A kind of steel structure net rack |
| CN107060087B (en) * | 2017-02-16 | 2019-02-22 | 苏州市苏网建设工程有限公司 | A kind of steel structure net rack |
| CN114673253A (en) * | 2022-03-18 | 2022-06-28 | 武汉理工大学 | Net rack support structure capable of adjusting displacement in three directions |
| CN114960965A (en) * | 2022-06-22 | 2022-08-30 | 中冶赛迪工程技术股份有限公司 | Inclined plane support for sliding of reticulated shell and construction method for connection of inclined plane support |
| CN114960965B (en) * | 2022-06-22 | 2024-01-26 | 中冶赛迪工程技术股份有限公司 | Construction method for inclined plane support and inclined plane support connection for net shell sliding |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20090506 Effective date of abandoning: 20080624 |