CN209248023U - A kind of static pile press automatic positioning stake position system - Google Patents
A kind of static pile press automatic positioning stake position system Download PDFInfo
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- CN209248023U CN209248023U CN201822158167.7U CN201822158167U CN209248023U CN 209248023 U CN209248023 U CN 209248023U CN 201822158167 U CN201822158167 U CN 201822158167U CN 209248023 U CN209248023 U CN 209248023U
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Abstract
The utility model discloses a kind of static pile press automatic positioning stake position system, it includes cloud computing server, base station, movement station and mobile terminal, it stores pile foundation point by cloud computing server, without unwrapping wire in advance, overcomes the problem at night, rainy season construction unwrapping wire hardly possible.It is docked by base station, movement station with satellite navigation system, realize automatic positioning technology, optimized construction procedure and the positioning arrangement of stake position, and overcome place it is soft when stake machine walk caused by pile position deviation problem, and artificial offset issue caused by unwrapping wire mistake, it ensure that the accuracy of stake position.The high accuracy positioning data of static pile press and pile foundation point are intuitively observed by mobile terminal, are improved operator and are found the stake position efficiency to be constructed, to improve ram machine construction efficiency.
Description
Technical field
The embodiments of the present invention are related to a kind of Static pressure pile driver, automatically fixed in particular to a kind of static pile press
Position stake position system.
Background technique
Static press piling is one kind of pile foundation, and the method for use is to utilize static pile press piling, that is, passes through static press piling
The mechanism of pile of machine provides counter-force with the counterweight in pile press machine self weight and rack and prefabricated pile is pressed into the process for sinking in soil.It is quiet
Reinforcing bar and concrete can be saved by forcing stake, reduce project cost, and the strength grade of concrete of use can reduce 1-2 grades, arrangement of reinforcement
It is noiseless when can save reinforcing bar 40% or so than hammering method, and construct, it is without friction, it is pollution-free, it is small to the interference of ambient enviroment,
It can construct within 24 hours, comply with prefabrication trend, be relatively specific for soft clay area, down town or building and intensively locate
Pile foundation engineering, and the extension project of accurate factory, therefore, static press piling becomes the important research side in pile foundation engineering field
To and being widely applied in engineering construction.
The construction line-putting is the cooperative significant process of both instrument and static pile press, construction quality and construction period
Directly influence the economy of entire project, thus the construction of the node by be Construction control emphasis.But it still deposits at present
In the unwrapping wire hardly possible that carries on construction work at night, rainy season construction unwrapping wire is difficult, and the walking of stake machine easily causes pile position deviation when place is soft, eventually leads to and puts
The artificial deviation such as line mistake.Therefore the positional relationship of a machine and pile foundation how is fast accurately acquired, guarantees the accurate of stake position, is
An important factor for improving piling work efficiency and the direction that we study.
Utility model content
The purpose of this utility model is that in view of the above-mentioned drawbacks in the prior art, provide one kind can optimized construction procedure and
The positioning arrangement of stake position, the static pile press for improving ram machine construction efficiency are automatically positioned stake position system.
To realize above-mentioned purpose of utility model, the utility model adopt the technical scheme that a kind of static pile press from
Dynamic guide pile position system, including cloud computing server, base station, movement station and mobile terminal, wherein cloud computing server memory
Contain pile foundation point；Base station is fixedly mounted on construction site comprising fixed point GNSS antenna, fixed point GNSS receiver and base station
Wireless signal transceiver, fixed point GNSS receiver receive satellite navigation system signals, fixed wireless letter by fixed point GNSS antenna
Number transceiver and cloud computing server wireless data connection, and difference RTK data are uploaded to cloud computing server；Movement station includes
Mobile GNSS receiver, mobile GNSS primary antenna, mobile GNSS from antenna, mobile radiotelephone signal transceiver and bluetooth transmitters,
Mobile GNSS receiver passes through mobile GNSS primary antenna and mobile GNSS and receives satellite navigation system signals, mobile wireless from antenna
Signal transceiver and cloud computing server wireless data connection, and difference RTK data and upload are downloaded from cloud computing server
The high accuracy positioning data of movement station, bluetooth transmitters send the high accuracy positioning data of movement station to mobile terminal；It is mobile whole
End and cloud computing server wireless data connection, download from cloud computing server and show the high-precision of pile foundation point and movement station
Location data.
In addition, the utility model also provides following attached technical scheme:
Base station further includes solar charging panel, which connect with fixed point GNSS receiver, for admittedly
Determine GNSS receiver and auxiliary power is provided.
Fixed point GNSS receiver outer cover is covered with electronic box.
Fixed wireless signal transceiver is 2G module, 3G module or 4G module；Mobile radiotelephone signal transceiver be 2G module,
3G module or 4G module.
Mobile terminal is smart phone, tablet computer or laptop.
The distance between mobile GNSS primary antenna and the drill bit of static pile press are 5-8 meters；Mobile GNSS from antenna with it is quiet
The distance between drill bit of power pile press machine is 5-8 meters, and distance is greater than 2 meters between mobile GNSS primary antenna.
Satellite navigation system is BDS, GLONASS or GPS.
Compared with the prior art, the advantage of the static pile press automatic positioning stake position system of the utility model is: it is wrapped
Cloud computing server, base station, movement station and mobile terminal are included, pile foundation point is stored by cloud computing server, without mentioning
Preceding unwrapping wire overcomes the problem at night, rainy season construction unwrapping wire hardly possible.It is docked by base station, movement station with satellite navigation system, it is real
Existing automatic positioning technology, optimized construction procedure and the positioning arrangement of stake position, and overcome place it is soft when stake machine walking caused by
Artificial offset issue caused by pile position deviation problem and unwrapping wire mistake, ensure that the accuracy of stake position.It is straight by mobile terminal
The high accuracy positioning data of observation static pile press and pile foundation point improve operator and find the stake position efficiency to be constructed,
To improve ram machine construction efficiency.
Detailed description of the invention
In order to illustrate more clearly of the technical solution of the utility model embodiment, embodiment or the relevant technologies will be retouched below
Attached drawing needed in stating is briefly described, it should be apparent that, it is practical new that the accompanying drawings in the following description merely relates to this
Some embodiments of type, are not limitation of the utility model.
Fig. 1 is the structural block diagram of the static pile press automatic positioning stake position system of the utility model preferred embodiment.
Specific embodiment
In order to be more clearly understood that the above objects, features, and advantages of the utility model, with reference to the accompanying drawing and have
Body embodiment makees further unrestricted detailed description to technical solutions of the utility model.
See Fig. 1, the static pile press automatic positioning stake position system of the present embodiment specifically includes that cloud computing server 1, benchmark
It stands 2, movement station 3 and mobile terminal 4.The automatic positioning stake position system mainly carries out fixed point location by satellite navigation system, defends
BDS, GLONASS or GPS can be used in star navigation system.
Cloud computing server 1 accesses internet, and the pile foundation for needing to drive piles to cloud computing server deposit building site in advance
Point.Cloud computing server supports pile foundation CAD map import feature, many and diverse pile foundation point addition is avoided, disposably by work
Whole pile foundation points import in ground region.
Base station 2 is fixedly mounted on construction site, fixed using special stand, and solid in concrete surface with screw
It is fixed, or directly fixed with cement, it is ensured that its is irremovable.Base station includes fixed point GNSS antenna 2a, fixed point GNSS receiver
2b, base station radio signal transceiver 2c, power supply 2d and solar charging panel 2e.Fixed point GNSS receiver 2a outer cover is covered with electronic box,
The effect of electronic box is to prevent fixed point GNSS receiver 2a from drenching with rain, and improves its service life.Fixed point GNSS receiver 2a passes through fixed point
GNSS antenna 2a is communicated with satellite navigation system, is received satellite navigation system signals and is generated difference RTK data.Satellite navigation system
Using carrier phase observation data, precision is up to centimetre rank.Fixed wireless signal transceiver 2c is 2G module, 3G module or 4G
Module, and 1 wireless data connection of cloud computing server, and difference RTK data are uploaded to cloud computing server 1.Power supply 2d is
Essential, this equipment is technical characteristic well known to those skilled in the art.Solar charging panel 2e is used to supplement power supply 2d,
It can be individually fixedly mounted, and prevent wind from falling.
The technical parameter of the instrument and equipment of base station 2 is as shown in table 1 below.
Table 1:
Movement station 3 is fixedly mounted on static pile press, mobile with static pile press.Movement station 3 includes mobile GNSS
Receiver 3a, GNSS primary antenna 3b, mobile GNSS are moved from antenna 3c, mobile radiotelephone signal transceiver 3d, bluetooth transmitters 3e
With power supply 3f.
Movement station 3 uses a machine double antenna, accurate to measure stake machine azimuth, therefore mobile GNSS primary antenna 3b and movement
GNSS must be fixed from the installation site of antenna 3c, not influenced under construction, and the closer two antenna distance pile driving positions the better.Through comprehensive
It closes and tests, the linear distance of mobile GNSS primary antenna 3b and drill bit is 5-8 meters, and mobile GNSS is mounted on from antenna 3c apart from main day
The position of line more a little further, the linear distance between principal and subordinate's antenna is greater than 2 meters, but should also be as guaranteeing between antenna and drill bit
Distance is 5-8 meters.In addition to the distance between antenna and drill bit are set, it is also necessary to which mobile GNSS primary antenna 3b and mobile GNSS are set
From the height of antenna 3c, through integration test, the mounting height of two antennas should be greater than 2 meters, can reduce interference.Moreover, installing
When antenna, leveling pile machine (leveling state when piling) is needed, makes the center of two antennas in sustained height.
Mobile GNSS receiver 2a passes through mobile GNSS primary antenna 2b and mobile GNSS and receives satellite navigation system from antenna 2c
System signal, obtains high accuracy positioning data.Mobile radiotelephone signal transceiver is 2G module, 3G module or 4G module, with cloud meter
1 wireless data connection of server is calculated, and downloads the difference RTK data and Xiang Yun that base station 2 uploads from cloud computing server 1
The high accuracy positioning data of the upload movement station 3 of calculation server 1.Bluetooth transmitters 3e sends the height of movement station 3 to mobile terminal 4
Precision location data.Comparing and complementation are carried out by receiving two groups of high accuracy positioning data, to improve positioning accuracy.
The technical parameter of the instrument and equipment of movement station 3 is as shown in table 2 below.
Table 2:
Mobile terminal 4 is smart phone, tablet computer or laptop, is connected with 1 wireless data of cloud computing server
It connects, the high accuracy positioning data of pile foundation point and movement station 3 is downloaded and shown from cloud computing server 1.
Pile foundation point and movement station 3 can precisely and be clearly learned by mobile terminal 4, therefore can be quickly found out
Construction stake position, but also adjustable bit location is aligned or in the deviation range of permission with target stake position, can also will be quiet
Power pile press machine is adjusted to horizontal, stable, it is ensured that not run-off the straight and movement in construction.When mobile station location (bit location) and mesh
Stake position alignment or when in the deviation range of permission, i.e., executable piling work.
The static pile press automatic positioning stake position system of the utility model is successfully applied to the building project 1# Liuzhou City A and underground
The works such as room pile foundation engineering, Nanning City B project square 1# retail shop tubular pole and driving analysis test on piles and the area Nanning City C project A pile foundation engineering
Journey, construction quality meet design and code requirement.
Case 1:
Liuzhou City A project planning construction area about 73261m2, 5 layers of Lou Gao, 2 layers of basement, Lou Gao 37.1m are divided into, this work
Journey proposed adoption frame structure, foundation pattern proposed adoption apron piece and raft foundation, substrate absolute altitude are 94.5m, embedded depth of foundation
About 9.60m.Pile foundation uses prestressed concrete pipe pile, and tubular pole quantity 1172, stake diameter is 500mm, the long 19m~21m of stake.
Altogether include 23900m static pressure pipe pile, complete within 76th in the original plan, practice of construction number of days is 56 days.It saves into while ensuring quality
Originally 26% is shortened the construction period.Economic benefit is as shown in table 3 below.
Table 3:
By the above table 3 as can be seen that the static pile press of the utility model, which is automatically positioned stake position system, compares traditional construction
Daily more 30000 yuan of the output value of creation.
Case 2:
Nanning City B project square 1# retail shop tubular pole and driving analysis test on piles, pile foundation use prestressed concrete pipe pile, tubular pole number
Amount 108, stake diameter are 500mm, the long 22m~26m of stake, amount to 2678m.The project uses the static pile press of the utility model certainly
Practice of construction number of days 6 days after dynamic guide pile position system construction, shifted to an earlier date 40% than 10 days in the original plan.
Case 3:
2 floor of the area Nanning City C project A pile foundation engineering basement, 24~27 layers on the ground, the stake of the building 4#, 5#, 8#, 9#, 10#, 11#
Basis is used as pile foundation using PHC piles (PHC), and tubular pole quantity 1406, stake diameter is 500mm, and stake is long
15m~30m amounts to 41099m.The project is using real after the static pile press automatic positioning stake position system construction of the utility model
Border construction days 65 days, shifted to an earlier date 27% than 89 days in the original plan.
It should be pointed out that above-mentioned preferred embodiment is only to illustrate the technical ideas and features of the present invention, purpose
It is to enable those skilled in the art to understand the contents of the present invention and implement them accordingly, this reality can not be limited with this
With novel protection scope.All equivalent change or modifications according to made by the spirit of the present invention essence, should all cover in this reality
Within novel protection scope.
Claims (7)
1. a kind of static pile press is automatically positioned stake position system, it is characterised in that: including cloud computing server, base station, movement
It stands and mobile terminal, wherein pile foundation point is stored in cloud computing server；
Base station is fixedly mounted on construction site comprising fixed point GNSS antenna, fixed point GNSS receiver and base station radio signal
Transceiver, fixed point GNSS receiver receive satellite navigation system signals, fixed wireless signal transceiver by fixed point GNSS antenna
With cloud computing server wireless data connection, and to cloud computing server upload difference RTK data；
Movement station includes moving GNSS receiver, mobile GNSS primary antenna, moving GNSS from antenna, mobile radiotelephone signal transceiver
And bluetooth transmitters, mobile GNSS receiver pass through mobile GNSS primary antenna and mobile GNSS and receive satellite navigation system from antenna
Signal, mobile radiotelephone signal transceiver and cloud computing server wireless data connection, and difference RTK is downloaded from cloud computing server
Data and the high accuracy positioning data for uploading movement station, bluetooth transmitters send the high accuracy positioning of movement station to mobile terminal
Data；
Mobile terminal and cloud computing server wireless data connection, download from cloud computing server and show pile foundation point and movement
The high accuracy positioning data stood.
2. static pile press according to claim 1 is automatically positioned stake position system, it is characterised in that: the base station also wraps
Solar charging panel is included, which connect with fixed point GNSS receiver, auxiliary for providing to fixed GNSS receiver
Help electric power.
3. static pile press according to claim 1 is automatically positioned stake position system, it is characterised in that: the fixed point GNSS connects
Receipts machine outer cover is covered with electronic box.
4. static pile press according to claim 1 is automatically positioned stake position system, it is characterised in that: the fixed wireless letter
Number transceiver is 2G module, 3G module or 4G module；The mobile radiotelephone signal transceiver is 2G module, 3G module or 4G mould
Block.
5. static pile press according to claim 1 is automatically positioned stake position system, it is characterised in that: the mobile terminal is
Smart phone, tablet computer or laptop.
6. static pile press according to claim 1 is automatically positioned stake position system, it is characterised in that: the mobile GNSS master
The distance between drill bit of antenna and static pile press is 5-8 meters；Drill bit of the mobile GNSS from antenna and static pile press
The distance between be 5-8 meter, and between mobile GNSS primary antenna distance greater than 2 meters.
7. static pile press according to claim 1 is automatically positioned stake position system, it is characterised in that: the satellite navigation system
System is BDS, GLONASS or GPS.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822158167.7U CN209248023U (en) | 2018-12-21 | 2018-12-21 | A kind of static pile press automatic positioning stake position system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201822158167.7U CN209248023U (en) | 2018-12-21 | 2018-12-21 | A kind of static pile press automatic positioning stake position system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058447A (en) * | 2019-12-27 | 2020-04-24 | 福建建中建设科技有限责任公司 | Automatic position finding method and system for pile press |
| CN113338276A (en) * | 2021-07-01 | 2021-09-03 | 中铁一局集团(广州)建设工程有限公司 | Prestressed pipe pile construction process |
| CN114320273A (en) * | 2022-03-11 | 2022-04-12 | 江苏交水建智能装备研究院有限公司 | Rotary excavating pile construction process monitoring system based on Internet of things technology |
-
2018
- 2018-12-21 CN CN201822158167.7U patent/CN209248023U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058447A (en) * | 2019-12-27 | 2020-04-24 | 福建建中建设科技有限责任公司 | Automatic position finding method and system for pile press |
| CN113338276A (en) * | 2021-07-01 | 2021-09-03 | 中铁一局集团(广州)建设工程有限公司 | Prestressed pipe pile construction process |
| CN114320273A (en) * | 2022-03-11 | 2022-04-12 | 江苏交水建智能装备研究院有限公司 | Rotary excavating pile construction process monitoring system based on Internet of things technology |
| CN114320273B (en) * | 2022-03-11 | 2022-05-24 | 江苏交水建智能装备研究院有限公司 | Rotary excavating pile construction process monitoring system based on Internet of things technology |
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