CN1164841C - Very large span spatial strcture - Google Patents
Very large span spatial strcture Download PDFInfo
- Publication number
- CN1164841C CN1164841C CNB021094772A CN02109477A CN1164841C CN 1164841 C CN1164841 C CN 1164841C CN B021094772 A CNB021094772 A CN B021094772A CN 02109477 A CN02109477 A CN 02109477A CN 1164841 C CN1164841 C CN 1164841C
- Authority
- CN
- China
- Prior art keywords
- tripod
- adjacent
- tripods
- groups
- large span
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a very large span spatial structure which solves the problems that the span of the existing spatial structure is finite and needs the precise calculation of top stress, etc., the existing spatial structure is not easy to reinforce, and compression resistant and shockproof functions are both influenced. The very large span spatial structure is formed by a method that a plurality of tripod sets are connected by upper straight beams and lower straight beams. Tripods in the tripod sets are placed in displacement. The bottom part of a central column of a tripod in the tripod sets is corresponding to the front and the tail ends of the bottom sides of another two tripods adjacent to the tripod, and the top parts of central columns of the two adjacent tripods are connected by a side straight beam. The lower straight beams are arranged at the bottoms of the tripods nearby the central columns, and the front and the tail ends of the bottom sides of another two adjacent tripods corresponding to the central columns are lapped on the lower straight beams. The upper straight beams are fastened between the top parts of central columns of tripods which are opposite in two sets of adjacent tripod sets. The very large span spatial structure has the advantages that the very large span spatial structure can be largely lapped in span and is firm, compression resistant and shockproof; the radian of a lapping structure can be adjusted by the bottom sides of the tripods.
Description
Technical field
The invention belongs to a kind of building unit, particularly a kind of very large span spatial strcture.
Background technology
How the large-span space structure of building trade is made up of rope, bar, film at present.Not only span is limited, also needs many-sided accurate calculating such as prestressing force.Owing to influenced by self gravitation and tensile force, its limited length, and difficult reinforcing, resistance to compression, shockproof function all are subjected to certain influence.
Summary of the invention
The objective of the invention is to solve the problem that prior art exists, but provide a kind of overlength span to build and firm, resistance to compression, shockproof very large span spatial strcture.
This very large span spatial strcture is made of by the tripod group that last straight beam and following straight beam link together several, tripod dislocation in the said tripod group is placed, the first and last end position correspondence on the base of two tripods in addition that the central post bottom of a tripod in the tripod group is adjacent, and connect by the side straight beam between the central post top of two adjacent tripods, said straight beam down is connected on the tripod base relative in two groups of adjacent tripod groups near the central post position, and the in addition first and last end of two adjacent tripods corresponding with this central post position rides over down on the straight beam, and the said straight beam of going up is fastened between the central post top of tripod relative in two groups of adjacent tripod groups.
According to above-mentioned very large span spatial strcture, in two groups of adjacent tripod groups, be fastened with lower inclined beam between the first and last end of relative tripod, be fastened with the skew back beam respectively between the central post top of two relative tripods and the bottom.
It is architectural that this very large span spatial strcture can be applied in super-span bridge, hangar, exhibition hall, ancient site, sports palace etc., and its advantage is:
1, can build by super-span, single group build can infinitely prolong, and can infinitely connect between tripod group and the group, can augment span at any time.
2, firm, resistance to compression, shockproof.Structural elasticity after building is strong, and is shockproof.It is firm to connect into large stretch of back, and the damage of single straight beam or tripod can not make total cause to cave in, be easy to repair.Resistance to compression after every bit is stressed, all can be carried out the transmission of power, and pressure is passed to other tripod and tripod group.
3, be not subjected to the influence of tensile force.
4, the radian of building structure can be regulated by the base of tripod.
If 5 use as the roof and can be built into more than two, the base is loaded onto wheel and is installed to change and raise the vault that machine is made opening-closing type.
Description of drawings
Fig. 1 is structural representation of the present invention (two groups);
Fig. 2 is a relative tripod syndeton schematic diagram in the adjacent tripod group;
Fig. 3 is front view of the present invention (single group);
Fig. 4 is vertical view of the present invention (two groups);
Fig. 5 is a tripod adjusting angle schematic diagram;
Fig. 6 is many group syndeton schematic diagrames of the present invention.
The specific embodiment
As Fig. 1～shown in Figure 4, this very large span spatial strcture is made of by the tripod group 1 that last straight beam 6 and following straight beam 3 link together several, tripod dislocation in the said tripod group 1 is placed, the base 13A head end of the tripod 13 that the central post 11B bottom of a tripod 11 in the tripod group 1 is adjacent, the base 12A terminal position correspondence of tripod 12, and two adjacent tripods 12,11 and 11,13 central post 12B, 11B and 11B, 13B is near connecting by side straight beam 7 between the position, top, said straight beam 3 down is connected tripod 11 relative in two groups of adjacent tripod groups 1 (12,13) base 11A (12A, 13A) go up near central post 11B (12B, 13B) position, and in addition two adjacent tripod 12 base 12A ends corresponding with this central post 11B position, tripod 13 base 13A head ends ride over down on the straight beam 3, and are fastening therebetween.The said straight beam 6 of going up is fastened between the last close position, top of central post 11B, 12B, 13B of corresponding tripod 11,12,13 in two groups of adjacent tripod groups 1, in two groups of adjacent tripod groups 1, be fastened with lower inclined beam 4 between the first and last end of relative tripod 11,12,13, be fastened with skew back beam 5 respectively between central post 11B, 12B, 13B top and the bottom of relative two tripods 11,12,13.
The angle of the tripod 11,12,13 in this very large span spatial strcture is according to the actual adjustable angle that requires, as shown in phantom in Figure 5, and to adjust the radian of space structures.
As shown in Figure 6, by several tripod groups 1, can be overlapped to form rectangle, square or rounded roof.
Tripod in the above-mentioned very large span spatial strcture and straight beam or cant beam, the tie point between tripod and tripod, straight beam and straight beam or the cant beam can be welding, snap close or other connected mode.
Claims (2)
1, a kind of very large span spatial strcture, it is characterized in that, constitute by the tripod group that last straight beam and following straight beam link together by several, tripod dislocation in the said tripod group is placed, the first and last end position correspondence on two tripod bases in addition that the central post bottom of a tripod in the tripod group is adjacent, and connect by the side straight beam between the central post top of two adjacent tripods, said straight beam down is connected on the tripod base relative in two groups of adjacent tripod groups near the central post position, the in addition first and last end on two adjacent tripod bases corresponding with this central post position rides over down on the straight beam, and the said straight beam of going up is fastened between the central post top of tripod relative in two groups of adjacent tripod groups.
2, very large span spatial strcture according to claim 1, it is characterized in that, in two groups of adjacent tripod groups, be fastened with lower inclined beam between the first and last end of relative tripod, be fastened with the skew back beam respectively between the central post top of two relative tripods and the bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB021094772A CN1164841C (en) | 2002-04-11 | 2002-04-11 | Very large span spatial strcture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB021094772A CN1164841C (en) | 2002-04-11 | 2002-04-11 | Very large span spatial strcture |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1374427A CN1374427A (en) | 2002-10-16 |
| CN1164841C true CN1164841C (en) | 2004-09-01 |
Family
ID=4740681
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB021094772A Expired - Fee Related CN1164841C (en) | 2002-04-11 | 2002-04-11 | Very large span spatial strcture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1164841C (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100353013C (en) * | 2006-07-07 | 2007-12-05 | 贵州大学 | Large-span large-cantilever roofing cable-stayed type double-layer prestressed steel grid roof structure |
| CN100353014C (en) * | 2006-07-07 | 2007-12-05 | 贵州大学 | Large-span periphery triangular pyramid simple-supporting and inside folding prestressed steel grid structure |
| CN100591877C (en) * | 2008-12-23 | 2010-02-24 | 徐州中煤钢结构建设有限公司 | Superlarge span double-net rack vault construction process |
-
2002
- 2002-04-11 CN CNB021094772A patent/CN1164841C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1374427A (en) | 2002-10-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN86104405A (en) | Truss | |
| CN102235055B (en) | Stayed prestressed orthogonal space tube truss steel grid structure and manufacturing method thereof | |
| CN108755954A (en) | A kind of full assembled Self-resetting Column Joint of unilateral prestressing force | |
| CN103696356A (en) | Multi-tower diagonal cable bridge provided with double-row support system | |
| CN102605885B (en) | Large-sized closed roof formed by light steel truss arch for building | |
| CN208363267U (en) | A kind of full assembled Self-resetting Column Joint of unilateral prestressing force | |
| CN106284838A (en) | A kind of lattice Honeycomb Beam sections and large span lattice girder steel and fabrication and installation method thereof | |
| CN1164841C (en) | Very large span spatial strcture | |
| CN102425099A (en) | Large cantilever wave-purlin combined PC bridge and manufacture method thereof | |
| CN107419806B (en) | Large-span X-shaped grid three-dimensional string structure system and construction method thereof | |
| CN115680181B (en) | Material-saving and wind-resistant cable-membrane structure building and construction method thereof | |
| CN108867403B (en) | Truss sheet type combined bridge steel arch frame | |
| CN107964866B (en) | Cable-stayed bridge with single-column type inclined tower structure and tensioning method of inclined stay cable of cable-stayed bridge | |
| CN109914614A (en) | A kind of connection structure of assembling frame structural construction side column or center pillar and beam | |
| CN109914616A (en) | A kind of dry construction connection structure of assembling frame structural construction corner post and beam | |
| CN101761186A (en) | Steel bar structure for concrete column, assembly method and mould | |
| CN2661809Y (en) | nternal force adjustable prestressed steel-concrete combination beam | |
| CN105350460B (en) | Corrugated steel web temporary fixation structure independent of template | |
| CN210140764U (en) | Double-fold-line-shaped bridge span assembly stiffened through inhaul cable | |
| CN109469257B (en) | Large-span gradual-change polygonal cross section parallel truss roof and construction method | |
| CN209066742U (en) | A kind of superelevation daughter wall construction | |
| CN1231644C (en) | Modular type bearing structure | |
| CN109868724B (en) | Double-fold-line bridge span assembly for cable stiffening | |
| CN2835407Y (en) | Cable-supported multi-span continuous oblique-crossing saddle-shape cable net | |
| CN216276226U (en) | Sealing cover structure of concrete structure deformation joint |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |