CN203411978U - Adjusting device for perpendicularity of cast-in-place pile of steel pipe column - Google Patents
Adjusting device for perpendicularity of cast-in-place pile of steel pipe column Download PDFInfo
- Publication number
- CN203411978U CN203411978U CN201320430661.9U CN201320430661U CN203411978U CN 203411978 U CN203411978 U CN 203411978U CN 201320430661 U CN201320430661 U CN 201320430661U CN 203411978 U CN203411978 U CN 203411978U
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- China
- Prior art keywords
- perpendicularity
- steel pipe
- pipe column
- perpendicularity correction
- positive rack
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Abstract
The utility model provides an adjusting device for the perpendicularity of a cast-in-place pile of a steel pipe column and belongs to the field of building construction. The adjusting device comprises a pile hole for casting the cast-in-place pile, and a supporting bottom plate is arranged at the periphery of an upper port of the pile hole; the supporting bottom plate is fixedly provided with a first perpendicularity correction bracket; a second perpendicularity correction bracket which is fixed by a bracket is arranged rightly above the first perpendicularity correction bracket; the steel pipe column sequentially penetrates through the first perpendicularity correction bracket and the second perpendicularity correction bracket and is fixed by an adjusting screw rod. According to the adjusting device, the perpendicularity correction brackets are arranged on the two different positions on the steel pipe column so as to guarantee that the construction of the cast-in-place pile of the steel pipe column is finished rapidly and smoothly and the quality is guaranteed; the construction period is shortened greatly, the construction cost is saved and the considerable economic benefits are obtained.
Description
Technical field
The utility model belongs to the realm of building construction, is specially a kind of steel pipe column castinplace pile perpendicularity regulating device.
Background technology
In construction project, it is general adopting pile foundation construction method to the utmost, no matter stake footpath is much, pile body how long, and its method is simple, and moulding process is comparatively ripe, this material general used is not only identical, and pile body is substantially unchanged, the function singleness of this stake, the load of mainly bearing and support action.At present, in the engineering of building subway station, adopt lid to dig Top-down Construction Technique, and pile foundation adopt compound pile more.Such as compound pile is comprised of foundation pile and steel pipe column two parts, foundation pile part is similar with above-mentioned introduction, and steel pipe column is to insert steel pipe on foundation pile top, then fluid concrete in steel pipe, requires foundation pile concentric with steel pipe column and vertical, steel pipe column is not only wanted bearing load, be again the column of underground structure, will become the ingredient of underground structure, its every floor plate is all connected with steel pipe column, therefore, how to guarantee foundation pile concentric with steel pipe column and vertical be construction in key.
Utility model content
The purpose of this utility model is to provide a kind of steel pipe column castinplace pile perpendicularity regulating device, concentric while guaranteeing steel pipe column, castinplace pile connection, makes the verticality of steel pipe column and castinplace pile reach designing requirement.
The technical scheme that realizes above-mentioned purpose is: steel pipe column castinplace pile verticality control device, it is characterized in that: comprise for pouring into a mould the stake hole of castinplace pile, the periphery of the upper port in stake hole is provided with support baseboard, on support baseboard, be fixed with the first perpendicularity correction Positive rack, directly over described the first perpendicularity correction Positive rack, be provided with the second perpendicularity correction Positive rack of fixing by support, the first perpendicularity correction Positive rack, the cross bar that the second perpendicularity correction Positive rack is arranged by pair of parallel and a pair of vertical pole be arrangeding in parallel being connected between cross bar form, center at a pair of cross bar and a pair of vertical pole is connected with respectively adjusting screw(rod), described cross bar and vertical pole integrated setting, and form a square hole, steel pipe column passes the square hole of the second perpendicularity correction Positive rack and the first perpendicularity correction Positive rack successively, and fix by adjusting screw(rod).
The utility model arranges perpendicularity correction Positive rack at two diverse locations of steel pipe pile, the verticality that realizes steel pipe column castinplace pile by two points of two perpendicularity correction Positive racks is controlled, assurance fast, smooth, guaranteeing the quality completes the construction of steel pipe column castinplace pile, shortened the construction period greatly, save construction cost, obtained considerable economic benefit.
Principles of Regulation of the present utility model: by regulating the cross bar of perpendicularity correction Positive rack and the adjusting screw(rod) on vertical pole, realize the adjusting of steel pipe column verticality.
Accompanying drawing explanation
Fig. 1 is structure principle chart of the present utility model;
Fig. 2 is the Principles of Regulation figure of perpendicularity correction Positive rack.
The specific embodiment
As Fig. 1, shown in 2, the utility model comprises for pouring into a mould the stake hole 1 of castinplace pile, the periphery of the upper port in stake hole 1 is provided with support baseboard 2, on support baseboard 2, be fixed with the first perpendicularity correction Positive rack 3, directly over the first perpendicularity correction Positive rack 3, be provided with by the second fixing perpendicularity correction Positive rack 5 of support 4, the first perpendicularity correction Positive rack 3, the cross bar 6 that the second perpendicularity correction Positive rack 5 is arranged by pair of parallel and a pair of vertical pole be arrangeding in parallel 7 being connected between cross bar 6 form, center at a pair of cross bar 6 and a pair of vertical pole 7 is connected with respectively adjusting screw(rod) 8, described cross bar 6 and vertical pole 7 integrated setting, and form a square hole 9, steel pipe column 10 passes the square hole 9 of the second perpendicularity correction Positive rack 5 and the first perpendicularity correction Positive rack 3 successively, and fixing by adjusting screw(rod) 8.
Claims (1)
1. steel pipe column castinplace pile perpendicularity regulating device, it is characterized in that: comprise for pouring into a mould the stake hole of castinplace pile, the periphery of the upper port in stake hole is provided with support baseboard, on support baseboard, be fixed with the first perpendicularity correction Positive rack, directly over described the first perpendicularity correction Positive rack, be provided with the second perpendicularity correction Positive rack of fixing by support, the first perpendicularity correction Positive rack, the cross bar that the second perpendicularity correction Positive rack is arranged by pair of parallel and a pair of vertical pole be arrangeding in parallel being connected between cross bar form, center at a pair of cross bar and a pair of vertical pole is connected with respectively adjusting screw(rod), described cross bar and vertical pole integrated setting, and form a square hole, steel pipe column passes the square hole of the second perpendicularity correction Positive rack and the first perpendicularity correction Positive rack successively, and fix by adjusting screw(rod).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320430661.9U CN203411978U (en) | 2013-07-19 | 2013-07-19 | Adjusting device for perpendicularity of cast-in-place pile of steel pipe column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320430661.9U CN203411978U (en) | 2013-07-19 | 2013-07-19 | Adjusting device for perpendicularity of cast-in-place pile of steel pipe column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203411978U true CN203411978U (en) | 2014-01-29 |
Family
ID=49974878
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320430661.9U Expired - Lifetime CN203411978U (en) | 2013-07-19 | 2013-07-19 | Adjusting device for perpendicularity of cast-in-place pile of steel pipe column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203411978U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104099929A (en) * | 2014-07-08 | 2014-10-15 | 上海广联建设发展有限公司 | High-verticality holding-pressing type static pile pressing machine |
| CN104213560A (en) * | 2014-09-23 | 2014-12-17 | 国家电网公司 | Perpendicularity regulating method for foundation cast-in-place pile steel bar cage of power transmission iron tower |
| CN104389313A (en) * | 2014-11-13 | 2015-03-04 | 中国电建集团铁路建设有限公司 | Positioning perpendicularity adjusting device and method of dual-spliced I-shaped steel latticed column |
| CN106555401A (en) * | 2016-10-21 | 2017-04-05 | 开普天（上海）国际贸易有限公司 | For the stand of guide pipe top positioning |
-
2013
- 2013-07-19 CN CN201320430661.9U patent/CN203411978U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104099929A (en) * | 2014-07-08 | 2014-10-15 | 上海广联建设发展有限公司 | High-verticality holding-pressing type static pile pressing machine |
| CN104213560A (en) * | 2014-09-23 | 2014-12-17 | 国家电网公司 | Perpendicularity regulating method for foundation cast-in-place pile steel bar cage of power transmission iron tower |
| CN104213560B (en) * | 2014-09-23 | 2016-03-16 | 国家电网公司 | A kind of electric power pylon foundation pouring pile reinforcing cage verticality adjusting method |
| CN104389313A (en) * | 2014-11-13 | 2015-03-04 | 中国电建集团铁路建设有限公司 | Positioning perpendicularity adjusting device and method of dual-spliced I-shaped steel latticed column |
| CN104389313B (en) * | 2014-11-13 | 2016-04-20 | 中国电建集团铁路建设有限公司 | The positioning and plumbing device of Two bors d's oeuveres type i iron lattice column and positioning and plumbing method thereof |
| CN106555401A (en) * | 2016-10-21 | 2017-04-05 | 开普天（上海）国际贸易有限公司 | For the stand of guide pipe top positioning |
| CN106555401B (en) * | 2016-10-21 | 2019-10-01 | 开普天（上海）国际贸易有限公司 | Rack for the positioning of guide pipe top |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140129 |