CN107542080A - Recording method for compacted graded broken stone pile driving construction - Google Patents
Recording method for compacted graded broken stone pile driving construction Download PDFInfo
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- CN107542080A CN107542080A CN201610479873.4A CN201610479873A CN107542080A CN 107542080 A CN107542080 A CN 107542080A CN 201610479873 A CN201610479873 A CN 201610479873A CN 107542080 A CN107542080 A CN 107542080A
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Abstract
The present invention relates to a kind of recording method for compacted graded broken stone pile driving construction, recorder includes recorder main frame, current sensor, weighing sensor and depth transducer；Recorder main frame is arranged on the stake machine operating platform of personal observations easy to operation and operation；Current sensor is by installing piling electric current when construction is recorded in electrical control cubicles；The weight that weighing sensor is fed every time by wireless blue tooth transmission log；Depth transducer records the real-time deep of pile pipe by data wire；All already recorded datas are collected by sensor record on piling machine, are finally truly reflected on recorder host display, by controlling inventory, stake long and current control crushed stone pile driving construction；Record data of the present invention is true, accurate, saves construction management cost, lifts the efficiency of management, ensures construction quality.
Description
Technical field
The present invention relates to a kind of recording method, is particularly used for the recording method of compacted graded broken stone pile driving construction.
Background technology
9.32 kilometers of OCH highways total length, wherein soft soil foundation are mainly distributed in the kilometer range of KER intercommunications 2.Root
It is mainly peat soil and silt clay according to geological exploration situation this engineering weak soil, thickness is most thick up to 15 meters typically at 5 ~ 8 meters,
Have the characteristics that natural moisture content is big, natural void ratio is big, natural unit weight is small, infiltration coefficient is big and sensitivity is not high.For soft
The processing of soil base, it is different according to the distribution of different sections of highway soft soil foundation and thickness, mainly take pressure by cibration rubble
Stake carries out treatment of soft foundation, and takes surcharge preloading processing method, to ensure soft soil roadbed sedimentation and stably meet specification and set
Meter requires.
This engineering belongs to overseas construction project, is designed and constructed using British Standard.Crushed stone pile uses plug
Construction technology, every time on pull out 1.5m, anti-plug 1.0m.Different with the way to manage of domestic construction broken stone pile, external owner is for every
The stake of root broken stone pile is long, the control of electric current, anti-plug depth, inventory and pile quality is very strict, using the broken stone pile of the country
Field management pattern needs substantial amounts of human cost per pile field measurement actual quantities, for example, on operating desk ammeter show be all
Instantaneous current value, inaccurate, not in time using range estimation, inventory, stake is long and anti-plug depth scene Quality Inspector checks and do not reach industry
The requirement of main construction management, every time on pull out, anti-plug depth needs to arrange for special messenger and is responsible for inspection, and measured value is inaccurate, if in
Disconnected construction, which is stopped, to be checked strong influence construction speed.
According to the management requirement of owner, the data that data of the every stake machine per pile needs to record have inventory, time, electricity
Data, several, the scene stake machines such as stream, long, the average stake footpath of stake are constructed together simultaneously, and using manual record, these data waste time and energy,
Every stake machine will arrange special messenger to be responsible for record in real time, and numerical value is inaccurate, and the increase of administrative staff greatly adds construction
Management cost.
If occurring the phenomenon of material plugging in work progress, country's construction can only be by simple according to percussion pile pipe sound
Judgement material whether plugging, specific plugging position can not accurately be determined by being checked using manual site, or even be difficult to find to exist stifled
Pipe phenomenon, influence the Macadam Pile Construction quality and treatment of soft foundation effect.
The content of the invention
A kind of it is contemplated that the defects of overcoming prior art, there is provided record side for compacted graded broken stone pile driving construction
Method, solve the problems, such as the site construction management of compacted graded broken stone stake, all construction ginsengs instead of manual record using sophisticated equipment
Number is recorded automatically by piling recorder, and record data is true, accurate, saves construction management cost, lifts the efficiency of management, ensures
Construction quality.
In order to solve the above-mentioned technical problem, the present invention is realized in：
A kind of recording method for compacted graded broken stone pile driving construction, it is characterised in that it comprises the following steps：
Step 1：Recorder is installed
Recorder includes recorder main frame, current sensor, weighing sensor and depth transducer；
Recorder main frame is arranged on the stake machine operating platform of personal observations easy to operation and operation；Current sensor passes through installation
Piling electric current in electrical control cubicles during record construction；Weighing sensor is serially connected between hopper and steel wire rope hook, by wireless blue
The weight that tooth transmission log feeds every time；Drill on drilling derrick, depth transducer be fixed on drilling derrick with screw,
Contact roller is unclamped, shackle line is put between contact roller and drive or at chain transmission axle, adjusts sensor base,
Shackle line/chain is set to be in normal activation point, then firm banking and the thrust of adjustment contact roller and drive,
During ensureing shackle line/chain movement, non-slip drive rotating wheel rotates, and depth transducer is rotated and steel wire rope/chain
Bar straight-line displacement is consistent, and depth transducer records the real-time deep of pile pipe by data wire；All already recorded datas are led to
The sensor record crossed on piling machine is collected, and is finally truly reflected on recorder host display, is thrown by controlling
Doses, stake be long and current control crushed stone pile driving construction；
Step 2：Piling machine is demarcated before formally constructing to weighing sensor and depth transducer；
Step 3：Start to set interface to set parameters in recorder before construction, check the broken stone pile pile No. that sets and
After physical location is errorless, start recording, immersed tube starts to construct；
Step 4：Immersed tube sinks down into projected depth in vibration, and whole stake depth is determined according to whole stake electric current；
Step 5：Stop vibration, carry out first time material filling；
Step 6：Vibration on Start-up hammers tube drawing into shape, while opens air compressor machine, opens bottom pile top by crushed stone pile operating personnel and send
Gas, then supplied gas by manipulator unlatching top and close feeding port, vibration hammer tube drawing in vibration, pipe-pulling speed is uniform, if in construction
Not by the parameter value anti-plug set, construction note instrument digital can mark red display and send the alarm of " drop that ticks drop "；
Step 7：Anti-plug is carried out on request, while is fed in time according to current depth and inventory situation；
Step 8：Before immersed tube is all extracted, plug should be carried out to pile crown, to ensure the compactness of stake top broken stone pile, pile pipe is extracted
After original ground, terminate record, recorder automatically saves all drive piles parameters, and a broken stone pile completes construction；
Step 9：After stake machine is moved to next position, after recorder sets interface to set pile No., above-mentioned construction stream is repeated
Journey；
Step 10：After daily construction terminates, construction team exports the pile data on the same day with USB flash disk, is submitted within second day after printing
Supervising engineer, which signs, to be confirmed；
Step 11：Meet with the situation having a power failure suddenly in work progress, the data in recorder can automatically save, power supply to be restored
After continue construction；Stake machine needs repairing when certain pile is constructed, and starts again at, and construction note pause, pending fault excludes follow-up
Continuous construction.
The beneficial effects of the invention are as follows：1st, piling recorder operating system is simple, and field worker can be only after training
Vertical operation, scene greatly save cost of labor without being equipped with record again；
2nd, the data of record in time, accurately, have trackability, can only print to edit, and greatly ensure that record data
Authenticity；
3rd, signed after the printing of all piling data, without hand-written data, contractor alleviates work load, saves pipe
Manage cost；
If the phenomenon of plugging the 4, occurs in inventory deficiency or construction, usage record instrument can find and solve in time, greatly
Improve the Macadam Pile Construction quality；
5th, the construction note that can be stored at any time by checking in recorder in constructing checks the construction quality per pile, recorder
Use provide strong guarantee for the final effect of this project treatment of soft foundation；
6th, record data is complete, even if running into emergency situations in construction, data will not also lose in recorder, it is ensured that construction data
It is true complete.
Embodiment
A kind of recording method for compacted graded broken stone pile driving construction, it comprises the following steps：
Step 1：Recorder is installed
Recorder includes recorder main frame, current sensor, weighing sensor and depth transducer；
Recorder main frame is arranged on the stake machine operating platform of personal observations easy to operation and operation；Current sensor passes through installation
Piling electric current in electrical control cubicles during record construction；Weighing sensor is serially connected between hopper and steel wire rope hook, by wireless blue
The weight that tooth transmission log feeds every time；Drill on drilling derrick, depth transducer be fixed on drilling derrick with screw,
Contact roller is unclamped, shackle line is put between contact roller and drive or at chain transmission axle, adjusts sensor base,
Shackle line/chain is set to be in normal activation point, then firm banking and the thrust of adjustment contact roller and drive,
During ensureing shackle line/chain movement, non-slip drive rotating wheel rotates, and depth transducer is rotated and steel wire rope/chain
Bar straight-line displacement is consistent, and depth transducer records the real-time deep of pile pipe by data wire；All already recorded datas are led to
The sensor record crossed on piling machine is collected, and is finally truly reflected on recorder host display, is thrown by controlling
Doses, stake be long and current control crushed stone pile driving construction；
Step 2：Piling machine is demarcated before formally constructing to weighing sensor and depth transducer；
Step 3：Start to set interface to set parameters in recorder before construction, check the broken stone pile pile No. that sets and
After physical location is errorless, start recording, immersed tube starts to construct；
Step 4：Immersed tube sinks down into projected depth in vibration, and whole stake depth is determined according to whole stake electric current；
Step 5：Stop vibration, carry out first time material filling；
Step 6：Vibration on Start-up hammers tube drawing into shape, while opens air compressor machine, opens bottom pile top by crushed stone pile operating personnel and send
Gas, then supplied gas by manipulator unlatching top and close feeding port, vibration hammer tube drawing in vibration, pipe-pulling speed is uniform, if in construction
Not by the parameter value anti-plug set, construction note instrument digital can mark red display and send the alarm of " drop that ticks drop "；
Step 7：Anti-plug is carried out on request, while is fed in time according to current depth and inventory situation；
Step 8：Before immersed tube is all extracted, plug should be carried out to pile crown, to ensure the compactness of stake top broken stone pile, pile pipe is extracted
After original ground, terminate record, recorder automatically saves all drive piles parameters, and a broken stone pile completes construction；
Step 9：After stake machine is moved to next position, after recorder sets interface to set pile No., above-mentioned construction stream is repeated
Journey.
Step 10：After daily construction terminates, construction team exports the pile data on the same day with USB flash disk, second day after printing
Submit supervising engineer and sign and confirm；
Step 11：Meet with the situation having a power failure suddenly in work progress, the data in recorder can automatically save, power supply to be restored
After continue construction；Stake machine needs repairing when certain pile is constructed, and starts again at, and construction note pause, pending fault excludes follow-up
Continuous construction.
Recorder operation principle：Construction piling recorder used includes recorder main frame, current sensor, weighing and sensing
Device and depth transducer.Current sensor is passed through by installing piling electric current when construction is recorded in electrical control cubicles, weighing sensor
The weight that wireless blue tooth transmission log feeds every time, depth transducer need to be connected respectively to interface corresponding to main frame during use,
And power line is connected, then power line is inserted on 220V alternating current, depth transducer records the reality of pile pipe by data wire
When depth；All already recorded datas are collected by the sensor record on piling machine, are finally truly reflected in note
Record on instrument host display, mainly by controlling inventory, stake long and current control crushed stone pile driving construction.
Claims (1)
1. a kind of recording method for compacted graded broken stone pile driving construction, it is characterised in that it comprises the following steps：
Step 1：Recorder is installed
Recorder includes recorder main frame, current sensor, weighing sensor and depth transducer；
Recorder main frame is arranged on the stake machine operating platform of personal observations easy to operation and operation；Current sensor passes through installation
Piling electric current in electrical control cubicles during record construction；Weighing sensor is serially connected between hopper and steel wire rope hook, by wireless blue
The weight that tooth transmission log feeds every time；Drill on drilling derrick, depth transducer be fixed on drilling derrick with screw,
Contact roller is unclamped, shackle line is put between contact roller and drive or at chain transmission axle, adjusts sensor base,
Shackle line/chain is set to be in normal activation point, then firm banking and the thrust of adjustment contact roller and drive,
During ensureing shackle line/chain movement, non-slip drive rotating wheel rotates, and depth transducer is rotated and steel wire rope/chain
Bar straight-line displacement is consistent, and depth transducer records the real-time deep of pile pipe by data wire；All already recorded datas are led to
The sensor record crossed on piling machine is collected, and is finally truly reflected on recorder host display, is thrown by controlling
Doses, stake be long and current control crushed stone pile driving construction；
Step 2：Piling machine is demarcated before formally constructing to weighing sensor and depth transducer；
Step 3：Start to set interface to set parameters in recorder before construction, check the broken stone pile pile No. that sets and
After physical location is errorless, start recording, immersed tube starts to construct；
Step 4：Immersed tube sinks down into projected depth in vibration, and whole stake depth is determined according to whole stake electric current；
Step 5：Stop vibration, carry out first time material filling；
Step 6：Vibration on Start-up hammers tube drawing into shape, while opens air compressor machine, opens bottom pile top by crushed stone pile operating personnel and send
Gas, then supplied gas by manipulator unlatching top and close feeding port, vibration hammer tube drawing in vibration, pipe-pulling speed is uniform, if in construction
Not by the parameter value anti-plug set, construction note instrument digital can mark red display and send the alarm of " drop that ticks drop "；
Step 7：Anti-plug is carried out on request, while is fed in time according to current depth and inventory situation；
Step 8：Before immersed tube is all extracted, plug should be carried out to pile crown, to ensure the compactness of stake top broken stone pile, pile pipe is extracted
After original ground, terminate record, recorder automatically saves all drive piles parameters, and a broken stone pile completes construction；
Step 9：After stake machine is moved to next position, after recorder sets interface to set pile No., above-mentioned construction stream is repeated
Journey；
Step 10：After daily construction terminates, construction team exports the pile data on the same day with USB flash disk, is submitted within second day after printing
Supervising engineer, which signs, to be confirmed；
Step 11：Meet with the situation having a power failure suddenly in work progress, the data in recorder can automatically save, power supply to be restored
After continue construction；Stake machine needs repairing when certain pile is constructed, and starts again at, and construction note pause, pending fault excludes follow-up
Continuous construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610479873.4A CN107542080B (en) | 2016-06-28 | 2016-06-28 | Recording method for compacted graded broken stone pile driving construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610479873.4A CN107542080B (en) | 2016-06-28 | 2016-06-28 | Recording method for compacted graded broken stone pile driving construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107542080A true CN107542080A (en) | 2018-01-05 |
| CN107542080B CN107542080B (en) | 2019-01-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610479873.4A Active CN107542080B (en) | 2016-06-28 | 2016-06-28 | Recording method for compacted graded broken stone pile driving construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112577546A (en) * | 2020-12-11 | 2021-03-30 | 杭州长杰科技有限公司 | Multifunctional pile machine construction recorder |
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| CN2178968Y (en) * | 1993-06-26 | 1994-10-05 | 西安电子科技大学 | Telephone transmission apparatus for electrocardiogram |
| JP2002296076A (en) * | 2001-03-30 | 2002-10-09 | Tokai Rubber Ind Ltd | Management method of injection measured data |
| CN102373717A (en) * | 2011-06-20 | 2012-03-14 | 南通建筑工程总承包有限公司 | Static pressure pile construction recording device |
| CN103437355A (en) * | 2013-08-22 | 2013-12-11 | 上海建工集团股份有限公司 | Device and method for recording hammered times of precast pile automatically |
| JP2015063803A (en) * | 2013-09-24 | 2015-04-09 | 株式会社不動テトラ | Construction management method in compacting sand pile construction method |
| CN104695417A (en) * | 2015-01-19 | 2015-06-10 | 上海市政工程设计研究总院（集团）有限公司 | Post-grouting gravel pile composite foundation, post-grouting gravel pile and manufacturing method of post-grouting gravel pile |
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2016
- 2016-06-28 CN CN201610479873.4A patent/CN107542080B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2178968Y (en) * | 1993-06-26 | 1994-10-05 | 西安电子科技大学 | Telephone transmission apparatus for electrocardiogram |
| JP2002296076A (en) * | 2001-03-30 | 2002-10-09 | Tokai Rubber Ind Ltd | Management method of injection measured data |
| CN102373717A (en) * | 2011-06-20 | 2012-03-14 | 南通建筑工程总承包有限公司 | Static pressure pile construction recording device |
| CN103437355A (en) * | 2013-08-22 | 2013-12-11 | 上海建工集团股份有限公司 | Device and method for recording hammered times of precast pile automatically |
| JP2015063803A (en) * | 2013-09-24 | 2015-04-09 | 株式会社不動テトラ | Construction management method in compacting sand pile construction method |
| CN104695417A (en) * | 2015-01-19 | 2015-06-10 | 上海市政工程设计研究总院（集团）有限公司 | Post-grouting gravel pile composite foundation, post-grouting gravel pile and manufacturing method of post-grouting gravel pile |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112577546A (en) * | 2020-12-11 | 2021-03-30 | 杭州长杰科技有限公司 | Multifunctional pile machine construction recorder |
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| CN107542080B (en) | 2019-01-15 |
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