CN201065533Y - Steel pile column perpendicularity regulating and controlling device - Google Patents
Steel pile column perpendicularity regulating and controlling device Download PDFInfo
- Publication number
- CN201065533Y CN201065533Y CNU2007200725478U CN200720072547U CN201065533Y CN 201065533 Y CN201065533 Y CN 201065533Y CN U2007200725478 U CNU2007200725478 U CN U2007200725478U CN 200720072547 U CN200720072547 U CN 200720072547U CN 201065533 Y CN201065533 Y CN 201065533Y
- Authority
- CN
- China
- Prior art keywords
- verticality
- steel pile
- pedestal
- piling bar
- bar post
- 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
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a verticality regulating device for steel pile columns, comprising a verticality monitoring system and a verticality regulating system, which is characterized in that: the verticality regulating system comprises a base, a supporter, an automatic regulating device and a plurality of auxiliary verticality regulating devices; the base is fixedly arranged around the pile position; the supporter is fixedly arranged on the base; the automatic regulating device, which is four directional, is arranged on the supporter, the upper end of the auxiliary regulating device is fixedly connected with the base; the lower end of the auxiliary regulating device is inserted into the foundation pit of the pile position and fixedly connected with the lower end of the steel pile column. The utility model has the advantages that: all the verticality regulating operation can be completed above the ground surface by adopting the regulating device for verticality of a steel pile column; the confined height of the steel pile column is effectively increased; the steel pile column is effectively controlled during the installation and construction process; the operation is simple, the difficulties in prior art are well solved, and a reliable technical guarantee is provided for a top-down construction method.
Description
Technical field
The utility model belongs to technical field of building construction, particularly the medium-and-large-sized controlling verticality of steel pile device of reverse construction.
Background technology
Along with reverse construction is widely used day by day, and institute's project super large of building is super dark, piling bar post type super large overlength, only utilize effective free end of piling bar post can't control the verticality of piling bar post quickly and accurately, therefore to this type of piling bar post how fast, simple, accurate in locating and vertical adjustment seem particularly crucial.
Because the piling bar post that plumbing device in the past is less for diameter, length is short can be accomplished effective control, but more difficult with control for some than relatively large piling bar post, therefore design and a kind ofly can be effectively large-scale piling bar post be carried out the device that verticality regulates and control and become the technical barrier that those skilled in the art press for solution.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of controlling verticality of steel pile device that can finish intuitively, accurately and rapidly the adjustment control of large-scale piling bar post verticality, to overcome the above-mentioned defective that prior art exists.
The technical scheme of the utility model technical solution problem is as follows:
A kind of controlling verticality of steel pile device, comprise verticality monitoring system and verticality Adjustment System, described verticality monitoring system comprises to be surveyed straight tube, sensor and surveys straight instrument, surveying the straight tube secured in parallel is arranged on the piling bar column outer wall, sensor is surveyed straight cable and is linked to each other with the straight instrument of survey, it is characterized in that described verticality Adjustment System comprises pedestal, support, self-checking device and many additional vertical degree adjusting devices; Described pedestal is fixedly installed on around the stake position; Described support is fixedly installed on the pedestal; Described self-checking device is its rack-mount portion of four-way self-checking device, fixedlys connected with pedestal in described auxiliary conditioning unit upper end, and the lower end extend in the foundation ditch of stake position fixedlys connected with piling bar post bottom.
By above disclosed technical scheme as can be known, the utility model utilizes the deadweight of piling bar post to make it to reach basic verticality requirement by adopt the four-way self-checking device on piling bar post top, by being set in the bottom, auxiliary conditioning unit increases the limited height of piling bar post then, then the verticality data that measure are passed to and surveyed straight instrument by sensor, there is it to adjust the auxiliary adjustment bar, makes the verticality of piling bar post reach design load according to the verticality data that measure.Adopt the utility model controlling verticality of steel pile device, all the verticality control manipulation all can be finished more than ground, effectively increased the limited height of piling bar post, steel pipe column is effectively controlled in installation and work progress, easy and simple to handle, well solved the difficult problem that prior art exists, for reverse construction provides the reliable technique assurance.The utility model regulation device is recycled rate height, easy maintenance in addition.
Description of drawings
Fig. 1 is the utility model controlling verticality of steel pile apparatus structure schematic diagram.
The specific embodiment
Further specify the utility model below in conjunction with accompanying drawing.
As shown in Figure 1, the utility model controlling verticality of steel pile device, comprise verticality monitoring system and verticality Adjustment System, described verticality monitoring system comprises to be surveyed straight tube 5, sensor 6 and surveys straight instrument, surveying straight tube 5 secured in parallel is arranged on piling bar post 8 outer walls, sensor 6 is surveyed straight cable and is linked to each other with the straight instrument of survey, and described verticality Adjustment System comprises pedestal 1, support 2, self-checking device 3 and many auxiliary conditioning units 4; Described pedestal 1 is fixedly installed on around the stake position; Described support 3 is fixedly installed on the pedestal 1; It is installed in support 2 tops to described self-checking device 3 for the four-way self-checking device, fixedlys connected with pedestal 1 in described auxiliary conditioning unit 4 upper ends, and the lower end extend in the foundation ditch of stake position fixedlys connected with piling bar post 8 bottoms.
The described four-way self-checking device 3 uniform support 2 top four directions that are arranged on, it comprises the spacing screw rod 303 of balancing pole 301, vertical spacing screw rod 302 and upper lateral.
Also comprise the spacing screw rod 7 in bottom, the spacing screw rod 7 in described bottom is arranged on the pedestal 1, and it is used for the piling bar post 8 at base position place is circumferentially located.Described pedestal 1 is marked with the center control line.
The utility model is performed such the verticality regulation and control:
(1) on terrace, establishes stake position in advance surely, pedestal 1 is fixed on around the stake position;
(2) piling bar post 8 is utilized bracket be shelved on the four-way self-checking device 3 of pedestal 1, utilize the deadweight of piling bar post 8 to make it to reach basic verticality requirement, utilize the spacing screw rod 302 of balancing pole 301, upper lateral, vertical spacing screw rod 303 on the four-way adjusting device that piling bar post 8 upper ends are fixed;
(3) auxiliary conditioning unit 4 is installed, auxiliary conditioning unit 4 is installed in about 3 meters of nature undergrounds, the upper end is fixed on the pedestal 1, lower end and piling bar post 8 lower ends are fixed, the limited height of piling bar post 8 is extended as far as possible, adjust the verticality of piling bar post 8 by regulating screw rod in the auxiliary conditioning unit 4, with the verticality of final control piling bar post 8 and play the fixedly effect of piling bar post.
(4) survey straight tube 5 and be installed on piling bar post 8 outer walls, length is decided with the piling bar column length, surveys straight instrument and selects the common special-purpose straight instrument of surveying for use, sensor 6 probes of measuring vertical degree is put into surveyed straight tube to measure the verticality of piling bar post 8;
(5) sensor 6 is connected with the straight instrument of survey, the verticality data that measure are passed to survey straight instrument and deliver to computer and carry out data and handle, to determine the deviation situation of piling bar post verticality, adjust the auxiliary adjustment bar according to the verticality data that measure then, make the verticality of piling bar post reach design load.
Claims (5)
1. controlling verticality of steel pile device, comprise verticality monitoring system and verticality Adjustment System, described verticality monitoring system comprises to be surveyed straight tube (5), sensor (6) and surveys straight instrument, surveying straight tube (5) secured in parallel is arranged on piling bar post (8) outer wall, sensor (6) is surveyed straight cable and is linked to each other with the straight instrument of survey, it is characterized in that described verticality Adjustment System comprises pedestal (1), support (2), self-checking device (3) and many auxiliary conditioning units (4); Described pedestal (1) is fixedly installed on around the stake position; Described support (2) is fixedly installed on the pedestal (15); It is installed in support (2) top to described self-checking device (3) for the four-way self-checking device, fixedlys connected with pedestal (1) in described auxiliary conditioning unit (4) upper end, and the lower end extend in the foundation ditch of stake position fixedlys connected with piling bar post (8) bottom.
2. controlling verticality of steel pile device according to claim 1, it is characterized in that, the uniform support top four direction that is arranged on of described four-way self-checking device (3), it comprises balancing pole (301), vertical spacing screw rod (302) and the spacing screw rod of upper lateral (303).
3. controlling verticality of steel pile device according to claim 1 is characterized in that, auxiliary conditioning unit (4) has four.
4. controlling verticality of steel pile device according to claim 1 is characterized in that, also comprises the spacing screw rod in bottom (7), and the spacing screw rod in described bottom (7) is arranged on the pedestal (1), and it is used for the piling bar post at base position place is circumferentially located.
5. controlling verticality of steel pile device according to claim 1 is characterized in that (1) indicates the center control line on the described pedestal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200725478U CN201065533Y (en) | 2007-07-17 | 2007-07-17 | Steel pile column perpendicularity regulating and controlling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200725478U CN201065533Y (en) | 2007-07-17 | 2007-07-17 | Steel pile column perpendicularity regulating and controlling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201065533Y true CN201065533Y (en) | 2008-05-28 |
Family
ID=39482703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200725478U Expired - Fee Related CN201065533Y (en) | 2007-07-17 | 2007-07-17 | Steel pile column perpendicularity regulating and controlling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201065533Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535469A (en) * | 2012-02-17 | 2012-07-04 | 中交武汉港湾工程设计研究院有限公司 | Tool type guiding pile-sinking device |
| CN102653947A (en) * | 2012-05-08 | 2012-09-05 | 上海市基础工程有限公司 | Underground embedded steel component limiting straightening construction method |
| CN102653943A (en) * | 2012-05-08 | 2012-09-05 | 上海市基础工程有限公司 | Underground embedded steel column straightening limiting device |
| CN102912992A (en) * | 2012-10-25 | 2013-02-06 | 上海建工二建集团有限公司 | Integrated perpendicularity adjusting equipment and perpendicularity adjusting process |
| CN103562463A (en) * | 2011-03-28 | 2014-02-05 | Ihc荷兰Ie有限公司 | Measurement system for a pile |
| 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 |
| CN103590403B (en) * | 2013-10-29 | 2015-07-01 | 林清辉 | Pine pile mounting device |
| CN109371970A (en) * | 2018-11-13 | 2019-02-22 | 南通市海洋水建工程有限公司 | One kind being used for offshore wind farm single pile pile sinking stable platform and its localization method |
| CN109629555A (en) * | 2018-06-21 | 2019-04-16 | 中铁十局集团第六工程有限公司 | Improve the positioning device of empty stake interpolation steel pipe column and the method for pile integrated construction |
| CN113202085A (en) * | 2021-05-24 | 2021-08-03 | 中铁上海设计院集团有限公司 | Precast pile construction method for soft soil area |
-
2007
- 2007-07-17 CN CNU2007200725478U patent/CN201065533Y/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103562463A (en) * | 2011-03-28 | 2014-02-05 | Ihc荷兰Ie有限公司 | Measurement system for a pile |
| CN102535469B (en) * | 2012-02-17 | 2014-07-30 | 中交武汉港湾工程设计研究院有限公司 | Tool type guiding pile-sinking device |
| CN102535469A (en) * | 2012-02-17 | 2012-07-04 | 中交武汉港湾工程设计研究院有限公司 | Tool type guiding pile-sinking device |
| CN102653947B (en) * | 2012-05-08 | 2015-02-18 | 上海市基础工程集团有限公司 | Underground embedded steel component limiting straightening construction method |
| CN102653947A (en) * | 2012-05-08 | 2012-09-05 | 上海市基础工程有限公司 | Underground embedded steel component limiting straightening construction method |
| CN102653943A (en) * | 2012-05-08 | 2012-09-05 | 上海市基础工程有限公司 | Underground embedded steel column straightening limiting device |
| CN102653943B (en) * | 2012-05-08 | 2015-02-18 | 上海市基础工程集团有限公司 | Underground embedded steel column straightening limiting device |
| CN102912992A (en) * | 2012-10-25 | 2013-02-06 | 上海建工二建集团有限公司 | Integrated perpendicularity adjusting equipment and perpendicularity adjusting process |
| CN103590403B (en) * | 2013-10-29 | 2015-07-01 | 林清辉 | Pine pile mounting device |
| 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 |
| CN109629555A (en) * | 2018-06-21 | 2019-04-16 | 中铁十局集团第六工程有限公司 | Improve the positioning device of empty stake interpolation steel pipe column and the method for pile integrated construction |
| CN109371970A (en) * | 2018-11-13 | 2019-02-22 | 南通市海洋水建工程有限公司 | One kind being used for offshore wind farm single pile pile sinking stable platform and its localization method |
| CN109371970B (en) * | 2018-11-13 | 2023-11-07 | 南通市海洋水建工程有限公司 | Single pile sinking stable platform for offshore wind power and positioning method thereof |
| CN113202085A (en) * | 2021-05-24 | 2021-08-03 | 中铁上海设计院集团有限公司 | Precast pile construction method for soft soil area |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201065533Y (en) | Steel pile column perpendicularity regulating and controlling device | |
| CN205296874U (en) | Information -based construction monitor positioning device of stake integration | |
| CN203361660U (en) | Verticality adjustment and fixing device of reverse-building-method steel stand column | |
| AU2020433233A1 (en) | System and method for monitoring and verifying global failure mode of soil and rock dual-element side slope | |
| CN202658909U (en) | Steel column positioning rack based on reverse-building method | |
| CN102767182A (en) | Verticality adjustment system for lattice column correcting mount and construction method thereof | |
| CN107090775A (en) | A kind of full framing space beam-ends cable guide pipe construction localization method | |
| CN206235329U (en) | Device for drilling, positioning and paying-off in blasting operation | |
| CN111502307A (en) | Multidirectional positioning device and positioning method for underground embedded steel pipe column | |
| CN202689063U (en) | Calibrating bracket verticality adjusting system of lattice column | |
| CN109797782A (en) | A kind of Joints in Immersed Tunnel joint open monitoring device and method | |
| CN104535045A (en) | Wall-hanging hydrostatic level mounting device and wall-hanging hydrostatic level mounting method | |
| CN206161011U (en) | Regulation formula reversed pendulum equipment supporting structure | |
| CN106602984A (en) | Photovoltaic support stand column or pile foundation elevation adjusting device and construction method thereof | |
| CN102966254B (en) | Arrangement method for measuring tower used for construction of stub matching method | |
| CN204495333U (en) | A kind of erecting device of wall-hanging hydrostatic level | |
| CN206457859U (en) | A kind of detachable apparatus for facilitating open caisson to observe skew and absolute altitude | |
| CN109201971B (en) | Positioning device for manufacturing pile foundation reinforcement cage and construction method thereof | |
| CN111549815A (en) | Steel structure foundation bolt pre-embedding construction method | |
| CN203256744U (en) | Device for correcting perpendicularity of concrete-filled steel tubular column through reverse construction method | |
| CN214089959U (en) | Lattice column positioning device | |
| CN214116620U (en) | Adjustable support for accurate positioning of permanent double-steel-pipe column | |
| CN212656828U (en) | Movable total station fixing equipment suitable for shield automatic guiding | |
| CN203160707U (en) | Adjustable t-shaped controller | |
| CN211736444U (en) | Positioning equipment for grouted rubble retaining wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20080528 |