CN101597930A - Flat plate framed structure minor structure face of cylinder crossed space truss giant grid structure - Google Patents
Flat plate framed structure minor structure face of cylinder crossed space truss giant grid structure Download PDFInfo
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- CN101597930A CN101597930A CNA2009100437474A CN200910043747A CN101597930A CN 101597930 A CN101597930 A CN 101597930A CN A2009100437474 A CNA2009100437474 A CN A2009100437474A CN 200910043747 A CN200910043747 A CN 200910043747A CN 101597930 A CN101597930 A CN 101597930A
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- flat plate
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- space truss
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Abstract
The invention discloses a kind of flat plate framed structure minor structure face of cylinder crossed space truss giant grid structure.Comprise agent structure and the minor structure two-stage that is arranged in the agent structure.Described agent structure is to constitute the face of cylinder type macrolattice structure that size of mesh opening is 10~30m by laterally intersecting mutually with the longitudinal stereoscopic truss, described minor structure is common double-deck flat plate framed structure, minor structure is embedded in the macrolattice in the mode of four angle point supportings or peripheral multi-point support, forms the form of structure that a kind of macrolattice overlaps little grid.The present invention can overcome the problem of strut buckling effectively, can increase substantially the integral rigidity and stability of structure; Can save steel using amount, reduce construction costs.Can after produce in factory processing, be transported to assembled on site and become overall structure, can significantly reduce the on-site installation work amount, shorten the construction period.Super-span space net shell roof structure applicable to 150~200m.
Description
Technical field
The present invention relates to builing industry space structures field, specifically a kind of flat plate framed structure minor structure face of cylinder crossed space truss giant grid structure that is applicable to the super-span roof system.
Background technology
Along with the development of society, large span spatial structure must develop to super-span.Double-deck cylindrical latticed shell structure is to use more a kind of form of structure in the present large-span space structure, and this double-deck cylindrical latticed shell structure some unavoidable problem can occur along with the further increase of span, as when adopting 5m with interior normal length rod member, structure can easily cause whole unstability because of thick striding than too little; And rod member easily causes strut buckling when long because of internal force is excessive, and the steel using amount increase that causes therefrom etc.There is document analysis to show, it is also not obvious to the effect that improves the structural entity service behaviour to increase the number of plies, the more important thing is that it is infeasible adopting multilayer form to increase structural span with the restriction that breaks through internal force, rod member and node are sharply increased, and node too much makes the processing structure complicated more because of the rod member that connects.
Summary of the invention
The objective of the invention is to overcome deficiency of the prior art, a kind of flat plate framed structure minor structure face of cylinder crossed space truss giant grid structure of super-span is provided.To realize effectively breaking through the big internal force of rod member and pressure bar stabilization and structural entity stable restriction, can reduce steel using amount again, reduce construction costs.
Technical scheme of the present invention is: comprise agent structure and the minor structure two-stage that is arranged in the agent structure, it is characterized in that, described agent structure is to constitute the face of cylinder type macrolattice structure that size of mesh opening is 10~30m by laterally intersecting mutually with the longitudinal stereoscopic truss, described minor structure is common double-deck flat plate framed structure, minor structure is embedded in the macrolattice in the mode of four angle point supportings or peripheral multi-point support, forms the form of structure that a kind of macrolattice overlaps little grid.
Described space truss constitutes triangular section by two parallel upper chords, a lower chord, is provided with some cross bars and hound between two upper chords, is provided with web member between upper chord and lower chord.
Describedly laterally be connected by welded hollow spherical joints with the longitudinal stereoscopic truss, each zone of intersection comprises four wind up node and lower-chord panel points.
Described cross bar equates with the spacing of two parallel upper chords with the spacing of adjacent crossbars, constitutes the square grid that winds up, and described hound is located in the square net that winds up between per two cross bars.Stability with the grid that keeps winding up.
Upper and lower chord member, web member, cross bar and the hound of described space truss are round steel pipe, are welded to connect by tubular joint between each rod member.
The form of structure that this macrolattice of the present invention overlaps little grid can overcome the problem of strut buckling effectively, the integral rigidity that can increase substantially structure with stability, avoid strut buckling.Be welded to connect by tubular joint between inner each rod member of space truss, can avoid adopting any connector.The load of total is born by relatively sparse and grand agent structure, each minor structure is only born the load in the corresponding macrolattice scope, thereby the minor structure internal rod can save steel using amount by minimal construction requirement configuration substantially, reduced construction costs.In addition, space truss and flat plate framed structure minor structure all can process at produce in factory and be the quantity basic element of character seldom, are transported to assembled on site then and form overall structure, will significantly reduce the on-site installation work amount, shorten the construction period.Super-span space net shell roof structure applicable to 150~200m.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is a triangular-section space truss beam schematic diagram;
Fig. 4 is the A-A sectional view of Fig. 3;
Fig. 5 is a space truss zone of intersection organigram;
Fig. 6 is embedded in the macrolattice schematic diagram for embodiment 1 minor structure in four angle point supporting modes;
Fig. 7 is the A-A sectional view of Fig. 6;
Fig. 8 is embedded in the macrolattice schematic diagram for embodiment 2 minor structures in peripheral multi-point support mode;
Fig. 9 is the B-B sectional view of Fig. 8.
The specific embodiment
Embodiment 1:
In conjunction with Fig. 1 and Fig. 2:
Total is made of with the minor structure II two-stage that is arranged in the agent structure agent structure I, described agent structure I a kind ofly intersects the face of cylinder macrolattice structure that constitutes by horizontal space truss 1 and longitudinal stereoscopic truss 2, its macrolattice is of a size of 10~30m, described minor structure is common double-deck flat plate framed structure, be embedded in the macrolattice, form the form of structure that a kind of macrolattice overlaps little grid, the load of total is born by relatively sparse and grand agent structure.
In conjunction with Fig. 3 and Fig. 4: laterally space truss 1 and longitudinal stereoscopic truss 2 are by two parallel upper chords 3, lower chord 4 formation triangular sections, between upper chord and lower chord, be provided with web member 5, between two upper chords, be provided with some cross bars 6, the spacing of the parallel upper chord 3 with two of the spacing of adjacent two cross bars equates, constitute the square grid that winds up, described hound 7 is located in the square net that winds up between per two cross bars.The above upper chord 3, lower chord 4, web member 5, cross bar 6 are round steel pipe with hound 7; Web member, cross bar and hound all adopt tubular joint directly to be welded on the lower chord.
In conjunction with Fig. 5: laterally space truss 1 and longitudinal stereoscopic truss 2 are connected by welded hollow spherical joints, and each zone of intersection comprises four wind up node 8 and lower-chord panel points 9.
In conjunction with Fig. 6 and Fig. 7: the minor structure II of present embodiment is embedded in the macrolattice of agent structure I with four angle points, 10 support patterns.
Embodiment 2:
In conjunction with Fig. 8 and Fig. 9: present embodiment as different from Example 1: the minor structure II of present embodiment is embedded in the macrolattice of agent structure I with peripheral multiple spot 11 support patterns.
Claims (5)
1. flat plate framed structure minor structure face of cylinder crossed space truss giant grid structure, comprise agent structure and the minor structure two-stage that is arranged in the agent structure, it is characterized in that, described agent structure is to constitute the face of cylinder type macrolattice structure that size of mesh opening is 10~30m by laterally intersecting mutually with the longitudinal stereoscopic truss, described minor structure is common double-deck flat plate framed structure, minor structure is embedded in the macrolattice in the mode of four angle point supportings or peripheral multi-point support, forms the form of structure that a kind of macrolattice overlaps little grid.
2. flat plate framed structure minor structure according to claim 1 face of cylinder crossed space truss giant grid structure, it is characterized in that, described space truss constitutes triangular section by two parallel upper chords, a lower chord, between two upper chords, be provided with some cross bars and hound, between upper chord and lower chord, be provided with web member.
3. flat plate framed structure minor structure according to claim 1 face of cylinder crossed space truss giant grid structure, it is characterized in that, describedly laterally be connected by welded hollow spherical joints with the longitudinal stereoscopic truss, each zone of intersection comprises four wind up node and lower-chord panel points.
4. flat plate framed structure minor structure according to claim 2 face of cylinder crossed space truss giant grid structure, it is characterized in that, described cross bar equates with the spacing of two parallel upper chords with the spacing of adjacent crossbars, constitute the square grid that winds up, described hound is located in the square net that winds up between per two cross bars.
5. flat plate framed structure minor structure according to claim 2 face of cylinder crossed space truss giant grid structure, it is characterized in that, upper and lower chord member, web member, cross bar and the hound of described space truss are round steel pipe, are welded to connect by tubular joint between each rod member.
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CNA2009100437474A CN101597930A (en) | 2009-06-23 | 2009-06-23 | Flat plate framed structure minor structure face of cylinder crossed space truss giant grid structure |
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CNA2009100437474A CN101597930A (en) | 2009-06-23 | 2009-06-23 | Flat plate framed structure minor structure face of cylinder crossed space truss giant grid structure |
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Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
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CN102660996A (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 | Multilevel multi-curve single-layer welding ball steel structure net rack and construction method thereof |
CN106013447A (en) * | 2016-06-27 | 2016-10-12 | 哈尔滨工业大学空间钢结构幕墙有限公司 | CFST (concrete filled steel tube) arched space grid structure |
CN106437024A (en) * | 2016-08-31 | 2017-02-22 | 芜湖天航科技(集团)股份有限公司 | Mounting method of special-shaped large-span net rack high-altitude positioning blocks |
CN106968382A (en) * | 2017-05-27 | 2017-07-21 | 中国航空规划设计研究总院有限公司 | A kind of many seat in the plane workover rig storehouse roof system sprit frame structural body systems of large-scale jumbo jet |
CN107366452A (en) * | 2017-07-17 | 2017-11-21 | 赵恒祥 | A kind of protection canopy |
CN107558662A (en) * | 2017-09-04 | 2018-01-09 | 湖北汽车工业学院 | A kind of stereochemical structure truss and its welding procedure |
CN107700665A (en) * | 2017-11-01 | 2018-02-16 | 中冶京诚工程技术有限公司 | Prestressing force grid industry stock ground awning |
CN107882246A (en) * | 2017-11-27 | 2018-04-06 | 湖南大学 | One kind segmentation string prestressed giant latticed shell structure |
CN112095879A (en) * | 2020-11-05 | 2020-12-18 | 湖南大学 | Giant latticed shell structure with internal cable distribution prestress |
CN115059179A (en) * | 2022-06-30 | 2022-09-16 | 中国能源建设集团湖南省电力设计院有限公司 | Large-span column/cable truss net structure |
CN115162523A (en) * | 2022-09-09 | 2022-10-11 | 清华大学建筑设计研究院有限公司 | Tension shunting type large-span space grid structure |
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2009
- 2009-06-23 CN CNA2009100437474A patent/CN101597930A/en active Pending
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102660996A (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 | Multilevel multi-curve single-layer welding ball steel structure net rack and construction method thereof |
CN102660996B (en) * | 2012-05-29 | 2014-05-14 | 广西建工集团第五建筑工程有限责任公司 | Multilevel multi-curve single-layer welding ball steel structure net rack and construction method thereof |
CN106013447A (en) * | 2016-06-27 | 2016-10-12 | 哈尔滨工业大学空间钢结构幕墙有限公司 | CFST (concrete filled steel tube) arched space grid structure |
CN106437024A (en) * | 2016-08-31 | 2017-02-22 | 芜湖天航科技(集团)股份有限公司 | Mounting method of special-shaped large-span net rack high-altitude positioning blocks |
CN106968382B (en) * | 2017-05-27 | 2019-04-05 | 中国航空规划设计研究总院有限公司 | A kind of large size jumbo jet multimachine position maintenance hangar roof system sprit frame structural body system |
CN106968382A (en) * | 2017-05-27 | 2017-07-21 | 中国航空规划设计研究总院有限公司 | A kind of many seat in the plane workover rig storehouse roof system sprit frame structural body systems of large-scale jumbo jet |
CN107366452A (en) * | 2017-07-17 | 2017-11-21 | 赵恒祥 | A kind of protection canopy |
CN107558662A (en) * | 2017-09-04 | 2018-01-09 | 湖北汽车工业学院 | A kind of stereochemical structure truss and its welding procedure |
CN107700665A (en) * | 2017-11-01 | 2018-02-16 | 中冶京诚工程技术有限公司 | Prestressing force grid industry stock ground awning |
CN107882246A (en) * | 2017-11-27 | 2018-04-06 | 湖南大学 | One kind segmentation string prestressed giant latticed shell structure |
CN112095879A (en) * | 2020-11-05 | 2020-12-18 | 湖南大学 | Giant latticed shell structure with internal cable distribution prestress |
CN115059179A (en) * | 2022-06-30 | 2022-09-16 | 中国能源建设集团湖南省电力设计院有限公司 | Large-span column/cable truss net structure |
CN115059179B (en) * | 2022-06-30 | 2023-11-24 | 中国能源建设集团湖南省电力设计院有限公司 | Large-span column/cable truss structure |
CN115162523A (en) * | 2022-09-09 | 2022-10-11 | 清华大学建筑设计研究院有限公司 | Tension shunting type large-span space grid structure |
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Open date: 20091209 |