CN1982635A - Reinforced-concrete stainless-steel tubing pillar - Google Patents
Reinforced-concrete stainless-steel tubing pillar Download PDFInfo
- Publication number
- CN1982635A CN1982635A CN 200510129996 CN200510129996A CN1982635A CN 1982635 A CN1982635 A CN 1982635A CN 200510129996 CN200510129996 CN 200510129996 CN 200510129996 A CN200510129996 A CN 200510129996A CN 1982635 A CN1982635 A CN 1982635A
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- China
- Prior art keywords
- stainless steel
- reinforced
- concrete
- stainless
- steel tubing
- 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.)
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- Rigid Pipes And Flexible Pipes (AREA)
Abstract
A reinforced concrete stainless steel pipe made by pouring prestrssed reinforced concrete in stainless steel pipe. This structure reduces the consumption of stainless steel on the premise to guarantee the stability of compression bar and integrated bearing capacity of pipe.
Description
Technical field:
The invention belongs to building structure.
Background technology:
The existing decoration with stainless steel tube all is hollow-core construction, has the weakness of structural bearing capacity difference.In the time will improving structural bearing capacity, a kind of method is the thickening tube wall, this will obviously increase the stainless steel consumption, improve manufacturing cost, another kind method is to wear reinforcing bar or steel pipe in the pipe, and this method effect in actual applications is undesirable, is exactly to adopt composite stainless steel pipe in addition, this method manufacturing process complexity, the manufacturing cost height.For improving the structural bearing capacity of stainless steel tube, reduce manufacturing cost, need a kind of new structure to address this problem.
Summary of the invention:
The objective of the invention is is not increasing or is reducing under the stainless steel consumption situation, improves the structural bearing capacity of stainless steel tube, reduces manufacturing cost.
Technical scheme of the present invention is a casting prestressed steel concrete in stainless steel tube, forms the reinforced-concrete stainless-steel tubing pillar of one.
Advantage of the present invention is: under the prerequisite of the decoration function that guarantees stainless steel tube, make full use of the hoop performance of stainless steel tube, make full use of concrete compressive property, make full use of the tensile property of reinforcing bar, integral body has improved the structural bearing capacity of stainless-steel tubing pillar, reduces manufacturing cost.
The specific embodiment:
1, manual type is built steel concrete in stainless steel tube.
2, utilize machinery (as concrete pump etc.) to build.
3, reinforcing bar, concrete are applied prestressing force.
Claims (1)
1, a kind of reinforced-concrete stainless-steel tubing pillar is characterized in that casting prestressed steel concrete in stainless steel tube, forms the reinforced-concrete stainless-steel tubing pillar of one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510129996 CN1982635A (en) | 2005-12-18 | 2005-12-18 | Reinforced-concrete stainless-steel tubing pillar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510129996 CN1982635A (en) | 2005-12-18 | 2005-12-18 | Reinforced-concrete stainless-steel tubing pillar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1982635A true CN1982635A (en) | 2007-06-20 |
Family
ID=38165418
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200510129996 Pending CN1982635A (en) | 2005-12-18 | 2005-12-18 | Reinforced-concrete stainless-steel tubing pillar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1982635A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102018132485A1 (en) | 2018-01-19 | 2019-07-25 | Karlsruher Institut für Technologie | Hybrid support structures and their use |
-
2005
- 2005-12-18 CN CN 200510129996 patent/CN1982635A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102018132485A1 (en) | 2018-01-19 | 2019-07-25 | Karlsruher Institut für Technologie | Hybrid support structures and their use |
| WO2019141785A1 (en) | 2018-01-19 | 2019-07-25 | Karlsruher Institut für Technologie | Hybrid carrier structures and use thereof |
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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 | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20070620 |