CN1827933B - Steel wire steel frame pushing-extruding type bearing structure - Google Patents
Steel wire steel frame pushing-extruding type bearing structure Download PDFInfo
- Publication number
- CN1827933B CN1827933B CN2005100512161A CN200510051216A CN1827933B CN 1827933 B CN1827933 B CN 1827933B CN 2005100512161 A CN2005100512161 A CN 2005100512161A CN 200510051216 A CN200510051216 A CN 200510051216A CN 1827933 B CN1827933 B CN 1827933B
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- CN
- China
- Prior art keywords
- wire rope
- skeleton
- advance
- steel
- hollow ball
- 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
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- Bridges Or Land Bridges (AREA)
- Ropes Or Cables (AREA)
Abstract
The invention relates to a steel-wire steel-skeleton compact bearing structure, which is formed by using steel wire to serially connect hollow balls which comprises at least three the skeleton and porous ribs; the wire tightening device at two ends of steel wire can be used to intercede and constrict; at that time, tightening steel wire can generate reverse pushing power, to mold, layer and fix the skeleton in present design. And at the positioning point, the skeleton has vibration resistance and bearing ability in relative ratio.
Description
Technical field
The present invention designs a kind of building structure.A kind of cage construction that realizes load-bearing in the polyphone mode of pushing of saying so more specifically.
Background technology
Along with the needs of human material production and culture life, various countries have successively built the building of a collection of large-scale, novel form, advanced technology.Wherein the building of span structure and the technology that adopted thereof have become the important symbol of weighing a national Building technology level.
Large span, high-intensity rigidity architecture structure form are the mode of construction that generally adopts at present.Build earlier that afterwards to mend be the weak point that rigidity building structure exists.Damping, weakening are the measures that remedies that rigid structures is taked.
Domes often adopt in wide span house cap, and particularly when building required body of wall and top to fuse, grounding arch can produce thrust at the arch springing place, must guarantee to transmit reliably or bear horizontal thrust when design.How handling this problem is the key that arch structure uses in wide span house cap.
Suspended-cable structure is extensive use in the construction of wide span house cap and bridge at present.The most outstanding advantage of suspended-cable structure is that all cable wires only bear pulling force.But suspended-cable structure must be provided with edge member, and is supported on the substructure.The slight change of drag-line fulcrum all can cause the variation of drag-line internal force, and braced structures is except bearing vertical force, and therefore the lateral force that also has drag-line to transmit requires him to have the stronger rigidity of leaning to one side.In general, the steel using amount of drag-line itself is very little, and edge member and braced structures will expend more material.Defeat a force with a tenderness, structure itself has the building of bearing interior ability, is the building structure of ideals of human being.(" wide span house cap seismic design of structures " book selected from the habitual statement of this part.)
Summary of the invention
The present invention has overcome deficiency of the prior art, and a kind of structure that realizes load-bearing that connects with polyphone is provided.
Technical scheme of the present invention is: utilizing wire rope to be no less than three with every section has the skeleton of pore in advance and has the hollow ball of pore rib to contact mutually in advance, euphroe by the wire rope two ends is regulated deflation, at this moment in tense wire rope, can produce reverse motive force, impel skeleton and hollow ball according to the shape moulding of design in advance, overlapping back is fixing.Have the shock resistance and the weight capacity of corresponding proportion at fixing anchor point upper skeleton.
Description of drawings
Steel wire steel frame pushing-extruding type bearing structure node sectional drawing:
Among the figure:
1, wire rope
2, wire rope stationary pipes
3, steel pipe
4, the fixing bowl of hollow ball youngster
The hollow ball that 5, ribbed pipe is arranged in advance
A-A skeleton node section
Below in conjunction with accompanying drawing invention is described in further detail:
Among the figure 1, wire rope plays the polyphone interconnect function.
Among the figure 2, the effect of stationary pipes is the trend of control wire rope, and fixing wire rope right and wrong.
Among the figure 3, steel pipe.
Among the figure 4, the fixing bowl of hollow ball youngster's effect is to contain the footpath hollow ball.
Among the figure 5, hollow ball has ribbed pipe in advance.
A-A among the figure, skeleton node section is example with the accompanying drawing.
Claims (1)
1. steel wire steel frame pushing-extruding type bearing structure, by wire rope, the skeleton that the wire rope stationary pipes is arranged in advance, form by the hollow ball and the wire rope tight rope utensil of pore rib in advance, it is characterized in that: utilizing wire rope will be no less than three has the skeleton of stationary pipes in advance and has the hollow ball of pore rib to contact mutually in advance, regulate deflation by the tight rope utensil that install at the wire rope two ends, in tense wire rope, produce deboost, push skeleton and hollow ball according to design shape superpose-forming in advance; Wherein skeleton has the wire rope stationary pipes in advance, and two ends have the fixing bowl of hollow ball youngster in advance, and wire rope stationary pipes fixedly bending directly of wire rope is moved towards, and hollow bowl youngster is used for fixing hollow ball.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2005100512161A CN1827933B (en) | 2005-03-02 | 2005-03-02 | Steel wire steel frame pushing-extruding type bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2005100512161A CN1827933B (en) | 2005-03-02 | 2005-03-02 | Steel wire steel frame pushing-extruding type bearing structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1827933A CN1827933A (en) | 2006-09-06 |
| CN1827933B true CN1827933B (en) | 2010-08-18 |
Family
ID=36946475
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2005100512161A Expired - Fee Related CN1827933B (en) | 2005-03-02 | 2005-03-02 | Steel wire steel frame pushing-extruding type bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1827933B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735247B (en) * | 2016-03-11 | 2018-04-10 | 上海建工二建集团有限公司 | The construction method of steel reinforcement cage unit, system and construction method and diaphram wall |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN85108226A (en) * | 1984-11-29 | 1986-10-29 | 埃尔斯潘国际有限公司 | Build and install the post-tensioning truss |
| CN1053275A (en) * | 1990-01-12 | 1991-07-24 | 中国沈阳大漠野营器材研究所 | Backbone type tent (or house) support |
| CN1436938A (en) * | 2002-11-29 | 2003-08-20 | 任文林 | Chain |
| CN2630313Y (en) * | 2003-06-06 | 2004-08-04 | 中国葛洲坝水利水电工程集团有限公司 | Concrete curved surface drawing die device |
-
2005
- 2005-03-02 CN CN2005100512161A patent/CN1827933B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN85108226A (en) * | 1984-11-29 | 1986-10-29 | 埃尔斯潘国际有限公司 | Build and install the post-tensioning truss |
| CN1053275A (en) * | 1990-01-12 | 1991-07-24 | 中国沈阳大漠野营器材研究所 | Backbone type tent (or house) support |
| CN1436938A (en) * | 2002-11-29 | 2003-08-20 | 任文林 | Chain |
| CN2630313Y (en) * | 2003-06-06 | 2004-08-04 | 中国葛洲坝水利水电工程集团有限公司 | Concrete curved surface drawing die device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1827933A (en) | 2006-09-06 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100818 Termination date: 20130302 |