CN203008375U - Conversion beam stanchion - Google Patents
Conversion beam stanchion Download PDFInfo
- Publication number
- CN203008375U CN203008375U CN2012206388642U CN201220638864U CN203008375U CN 203008375 U CN203008375 U CN 203008375U CN 2012206388642 U CN2012206388642 U CN 2012206388642U CN 201220638864 U CN201220638864 U CN 201220638864U CN 203008375 U CN203008375 U CN 203008375U
- Authority
- CN
- China
- Prior art keywords
- conversion beam
- truss
- spiral
- truss leg
- stanchion
- 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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Abstract
The utility model relates to a conversion beam stanchion. The conversion beam stanchion comprises foundation bolts which are embedded into a floor, truss columns and spiral jacks, wherein the bottom of each truss column is fixedly connected to the corresponding foundation bolt; each spiral jack is arranged on the top of the corresponding truss column and is in a state of vertically and movably lifting to support a conversion beam; and each spiral jack is reversely arranged on the top of the corresponding truss column. The truss columns serve as a temporary supporting structure of an ultra-wide section conversion beam, and the spiral jacks on the truss columns for supporting the conversion beam are convenient to assemble and disassemble. The conversion beam stanchion is simple in structure and convenient to manufacture, and can effectively support the ultra-wide section conversion beam.
Description
Technical field
The utility model relates to a kind of conversion beam pillar be used to supporting super wide cross section conversion beam.
Background technology
Along with the continuous quickening of urbanization process, a large amount of RC high-rise buildings are rised sheer from level ground, and structural transition layer also is widely used in modern RC high-rise building.Super wide cross section conversion beam is as a kind of newer structure conversion pattern, and the key of its construction is the construction of super wide cross section conversion beam reinforced bar engineering.Traditional steel beam structure hangs in the job site after adopting non-at-scene assembling, and is larger, highly high due to super wide cross section conversion beam breadth of section, span is large, width is wide, reinforcing bar is close from great, hangs in use after can't assembling.Mostly first set up beam bottom board in prior art, carry out from bottom to top reinforcing bar binding on beam bottom board, the end muscle colligation difficulty of super wide cross section conversion beam, it is not in place that colligation very easily appears, affect super wide cross section conversion beam bulk strength, and beam bottom board is subjected to the reinforcing bar gravity effect yielding in the reinforcing bar binding process for a long time, affects building of super wide cross section conversion beam, super wide cross section conversion beam cage of reinforcement intensity, builds shape difference.
Summary of the invention
In order to solve the impact of conversion beam reinforcing bar binding construction in super wide cross section on super wide cross section conversion beam quality in prior art, it is a kind of simple in structure that the utility model provides, easy to make, can effectively support super wide cross section conversion beam, be convenient to the conversion beam pillar of assembling, support, dismantling.
The technical solution adopted in the utility model is: a kind of conversion beam pillar, it is characterized in that comprising the stone bolt, truss leg and the jackscrew that are embedded in advance on flooring, the truss leg bottom is fixedly connected on stone bolt, and jackscrew is arranged at the truss leg top and goes to upper and lower mobile lifting and support the conversion beam state.
Described jackscrew upside-down mounting is in the truss leg top.
The utility model adopts truss leg as the temporary support structure of super wide cross section conversion beam, and the jackscrew on truss leg supports the conversion beam lifting and is convenient to assembly and disassembly, and it is simple in structure, and is easy to make, can effectively support super wide cross section conversion beam.
Description of drawings
Fig. 1 is the utility model structural representation.
In figure: stone bolt 1, truss leg 2, jackscrew 3, conversion beam 4.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Shown in Figure 1, a kind of conversion beam pillar comprises stone bolt 1, truss leg 2 and jackscrew 3, stone bolt 1 is embedded on flooring in advance, truss leg 2 bottoms are fixedly connected on stone bolt, jackscrew 3 upside-down mountings are arranged at truss leg 2 tops and go to upper and lower mobile lifting and support conversion beam 4 states, and a plurality of conversion beam pillars jointly coordinate and support conversion beam 4.
Claims (2)
1. conversion beam pillar, it is characterized in that: comprise the stone bolt, truss leg and the jackscrew that are embedded in advance on flooring, the truss leg bottom is fixedly connected on stone bolt, and jackscrew is arranged at the truss leg top and goes to upper and lower mobile lifting and support the conversion beam state.
2. a kind of conversion beam pillar according to claim 1, it is characterized in that: described jackscrew upside-down mounting is in the truss leg top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012206388642U CN203008375U (en) | 2012-11-28 | 2012-11-28 | Conversion beam stanchion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012206388642U CN203008375U (en) | 2012-11-28 | 2012-11-28 | Conversion beam stanchion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203008375U true CN203008375U (en) | 2013-06-19 |
Family
ID=48599984
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012206388642U Expired - Fee Related CN203008375U (en) | 2012-11-28 | 2012-11-28 | Conversion beam stanchion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203008375U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166471A (en) * | 2017-12-28 | 2018-06-15 | 中建六局土木工程有限公司 | A kind of complicated geological converts beam construction method |
| AU2020402350B2 (en) * | 2019-12-10 | 2022-11-24 | Coates Hire Operations Pty Ltd | A shoring prop and connectors |
-
2012
- 2012-11-28 CN CN2012206388642U patent/CN203008375U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166471A (en) * | 2017-12-28 | 2018-06-15 | 中建六局土木工程有限公司 | A kind of complicated geological converts beam construction method |
| CN108166471B (en) * | 2017-12-28 | 2019-12-27 | 中建六局土木工程有限公司 | Construction method of complicated geological transfer beam |
| AU2020402350B2 (en) * | 2019-12-10 | 2022-11-24 | Coates Hire Operations Pty Ltd | A shoring prop and connectors |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130619 Termination date: 20171128 |