CN110528600A - A kind of pile measurement system and method - Google Patents
A kind of pile measurement system and method Download PDFInfo
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- CN110528600A CN110528600A CN201910722324.9A CN201910722324A CN110528600A CN 110528600 A CN110528600 A CN 110528600A CN 201910722324 A CN201910722324 A CN 201910722324A CN 110528600 A CN110528600 A CN 110528600A
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- 238000005259 measurement Methods 0.000 title claims abstract description 31
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000004891 communication Methods 0.000 claims abstract description 55
- 238000001514 detection method Methods 0.000 claims abstract description 42
- 238000000691 measurement method Methods 0.000 claims abstract description 8
- 238000007689 inspection Methods 0.000 claims abstract description 3
- 238000006073 displacement reaction Methods 0.000 claims description 41
- 238000012795 verification Methods 0.000 claims description 9
- 238000005516 engineering process Methods 0.000 claims description 8
- 238000006243 chemical reaction Methods 0.000 claims description 3
- 230000005611 electricity Effects 0.000 claims description 2
- 230000008901 benefit Effects 0.000 abstract description 4
- 238000012360 testing method Methods 0.000 description 8
- 238000012937 correction Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
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- 239000002689 soil Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04L—TRANSMISSION OF DIGITAL INFORMATION, e.g. TELEGRAPHIC COMMUNICATION
- H04L67/00—Network arrangements or protocols for supporting network services or applications
- H04L67/01—Protocols
- H04L67/10—Protocols in which an application is distributed across nodes in the network
- H04L67/1097—Protocols in which an application is distributed across nodes in the network for distributed storage of data in networks, e.g. transport arrangements for network file system [NFS], storage area networks [SAN] or network attached storage [NAS]
Abstract
The present invention provides a kind of pile measurement systems in engineering Inspection Technique field, including a detection module, one first wireless communication module, one first power module and a server cluster；One end of first wireless communication module is connect with detection module, and the other end is connect with the server cluster；First wireless communication module and detection module are connect with the first power module respectively；The detection module includes a first processor, a vibrating sensor and a locator；One end of the first processor is connect with the first wireless communication module, and the other end is connect with the vibrating sensor and locator；The present invention also provides a kind of pile measurement methods.The present invention has the advantages that improving the precision of pile measurement, detection data being avoided to be tampered and lose.
Description
Technical field
The present invention relates to engineering Inspection Technique fields, refer in particular to a kind of pile measurement system and method.
Background technique
Pile measurement in engineering detecting is a required test item, and the main method of pile measurement has static test, bores
Core method, low strain dynamic method, Large strain method, sound wave transmission method etc. are several.Traditionally, low strain dynamic method therein is manually to be struck using hand hammer
Stake top is hit, the sensor by being bonded in stake top receives the stress wave signal in stake, and the corresponding testing number of manual record
According to, the dynamic response of pile-soil system is studied using theory of stress wave, back analysis surveys speed signal, frequency signal, thus
Obtain pile integrity.
But there are following defects for traditional way: when 1, manually being detected to detection data, to sensor according to
Bad degree is higher, and artificial limited error recovery capability, causes pile measurement precision low；2, detection data is easy to be tampered, by making
The case where other pile measurement data are to reduce testing cost is substituted with normal pile measurement data to happen occasionally；3, testing number
According to generally locally saving or being transmitted directly to distal end by manual record, detecting instrument, it is easy to appear detection data loss
Situation.
Summary of the invention
One of the technical problem to be solved in the present invention is to provide a kind of pile measurement system, realizes and promote pile measurement
Precision, avoid detection data from being tampered and lose.
The present invention is realized in one of technical problem: a kind of pile measurement system, including a detection module, one first
Wireless communication module, one first power module and a server cluster；One end of first wireless communication module and detection
Module connection, the other end are connect with the server cluster；First wireless communication module and detection module respectively with
The connection of first power module；
The detection module includes a first processor, a vibrating sensor and a locator；The first processor
One end connect with the first wireless communication module, the other end is connect with the vibrating sensor and locator.
Further, the server cluster includes a plurality of servers；The server includes a second processor, one
Second wireless communication module, a second power supply module and a memory；
One end of second wireless communication module is connect with the first wireless communication module, the other end and the second processing
Device connection；Second wireless communication module and second processor are connect with second power supply module respectively；The memory
It is connect with second processor；
It is connected two-by-two between each server by the second wireless communication module.
Further, first wireless communication module and the second wireless communication module are 2G communication module, 3G logical
Believe module, 4G communication module, 5G communication module, WIFI or NB-IOT.
Further, the locator is differential GPS locator.
The second technical problem to be solved by the present invention is to provide a kind of pile measurement system, realizes and promote pile measurement
Precision, avoid detection data from being tampered and lose.
The present invention is realized in the twos' of technical problem: a kind of pile measurement method, described method includes following steps:
Step S10, the described detection module obtains vibration data, the location data of pile foundation and the displacement number of pile foundation of vibration point
According to and send first processor to；
Step S20, the described first processor carries out validity verification according to vibration data and displacement data；
Step S30, after the described first processor encrypts vibration data, location data and displacement data, by described
First wireless communication module is stored using block chain technology distribution formula to server；
Step S40, the server decrypts vibration data, location data and the displacement data received, and store to
The memory；
Step S50, vibration data, location data and displacement data are updated in server cluster by the described server
Other servers.
Further, the step S10 specifically:
The vibrating sensor obtains the vibration data for hitting vibration point and sends first processor to；The differential GPS positioning
The location data and displacement data of device acquisition pile foundation simultaneously send first processor to.
Further, the step S20 specifically:
The first processor hits vibration time point according to the first velocity of wave data for including in vibration data and first, and draws
Make the first curve；
The first processor obtains the second velocity of wave data according to displacement data conversion and second hits vibration time point, and draws
Make the second curve；
First curve and the second curve negotiating weighted least-squares method are fitted by the first processor, and then to institute
It states vibration data and displacement data carries out validity verification and amendment.
Further, the step S50 specifically:
Newly-increased data in vibration data, location data and displacement data are updated to server cluster by the server
In other servers.
The present invention has the advantages that
1, validity verification is carried out according to vibration data and displacement data by the first processor, that is, passes through difference
The velocity of wave data that the displacement data of GPS locator measurement converses directly are judged and are repaired to the data of vibrating sensor
Just, it is greatly improved the precision of pile measurement.
2, pass through block chain technology for the vibration data, location data and displacement data distributed storage to server
Cluster avoids detection data from being tampered and lose.
3, it is positioned by position of the differential GPS locator to pile foundation, and the location data is bound into vibration data
And displacement data is uploaded to server cluster, avoids and substitutes other pile measurements by using normal pile measurement data
The case where data are to reduce testing cost avoids detection data and is tampered, while saving manually to on-site identification pile foundation
Work, improves the detection efficiency of pile foundation.
Detailed description of the invention
The present invention is further illustrated in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is a kind of schematic block circuit diagram of pile measurement system of the present invention.
Fig. 2 is the schematic block circuit diagram of server of the present invention.
Fig. 3 is a kind of flow chart of pile measurement method of the present invention.
Specific embodiment
It please refers to shown in Fig. 1 to Fig. 3, a kind of preferred embodiment of pile measurement system of the present invention, including a detection module,
One first wireless communication module, one first power module and a server cluster；One end of first wireless communication module
It is connect with detection module, the other end is connect with the server cluster；First wireless communication module and detection module are equal
It is connect respectively with the first power module；First wireless communication module is for logical between detection module and server cluster
Letter；First power module is used to power to the first wireless communication module and detection module；
The detection module includes a first processor, a vibrating sensor and a locator；The first processor
One end connect with the first wireless communication module, the other end is connect with the vibrating sensor and locator.The vibration passes
The vibration data that hits vibration point of the sensor for detection of pier foundation；Location data and displacement number of the locator for detection of pier foundation
According to；The first processor is for being verified and being encrypted to monitoring data.
The server cluster includes a plurality of servers；The server includes a second processor, one second wireless
Communication module, a second power supply module and a memory；Second wireless communication module be used for the first wireless module with
And other servers are communicated；The second power supply module is used to supply to second processor and the second wireless communication module
Electricity；The second processor is for decrypting detection data；The memory is for storing detection data；
The first processor and second processor are the ARM Cortex processor of 32bit, have high-performance: with
Fast throughput that high clock frequency combines, in real time: processing capacity limit, safely when all occasions all meet strong:
Have the function of the reliable and believable system, economical and practical of high fault-tolerant ability: optimum performance, power consumption and area etc. can be achieved
Advantage.
One end of second wireless communication module is connect with the first wireless communication module, the other end and the second processing
Device connection；Second wireless communication module and second processor are connect with second power supply module respectively；The memory
It is connect with second processor；
It is connected two-by-two between each server by the second wireless communication module.
First wireless communication module and the second wireless communication module are 2G communication module, 3G communication module, 4G
Communication module, 5G communication module, WIFI or NB-IOT.
The locator is differential GPS locator.Differential GPS locator first with known accurate three-dimensional coordinate difference
GPS standard station, acquires pseudorange correction amount or position correction amount, then this correction amount is sent to user in real time or afterwards (GPS is led
Navigate instrument), the measurement data of user is modified, to improve GPS location precision.
A kind of preferred embodiment of pile measurement method of the present invention, includes the following steps:
Step S10, the described detection module obtains vibration data, the location data of pile foundation and the displacement number of pile foundation of vibration point
According to and send first processor to；The displacement data refers to the displacement of all directions in free space when foundation pile shakes, and leads to
Differential GPS Technology acquisition is crossed, precision is up to Centimeter Level；
Step S20, the described first processor carries out validity verification according to vibration data and displacement data；By described
First processor carries out validity verification, i.e., the position measured by differential GPS locator according to vibration data and displacement data
It moves the velocity of wave data that data reduction goes out directly the data of vibrating sensor are judged and corrected, is greatly improved pile foundation
The precision of detection.
Step S30, after the described first processor encrypts vibration data, location data and displacement data, by described
First wireless communication module is stored using block chain technology distribution formula to server；Block chain is Distributed Storage, point pair
The new application mode of the computer technologies such as point transmission, common recognition mechanism, Encryption Algorithm.By block chain technology by the vibration number
According to, location data and displacement data distributed storage to server cluster, detection data is avoided to be tampered and lose.
Step S40, the server decrypts vibration data, location data and the displacement data received, and store to
The memory；
Step S50, vibration data, location data and displacement data are updated in server cluster by the described server
Other servers.
The step S10 specifically:
The vibrating sensor obtains the vibration data for hitting vibration point and sends first processor to；The differential GPS positioning
The location data and displacement data of device acquisition pile foundation simultaneously send first processor to.
The step S20 specifically:
The first processor hits vibration time point according to the first velocity of wave data for including in vibration data and first, and draws
Make the first curve；
The first processor obtains the second velocity of wave data according to displacement data conversion and second hits vibration time point, and draws
Make the second curve；
First curve and the second curve negotiating weighted least-squares method are fitted by the first processor, and then to institute
It states vibration data and displacement data carries out validity verification and amendment.
The step S50 specifically:
Newly-increased data in vibration data, location data and displacement data are updated to server cluster by the server
In other servers.It is positioned by position of the differential GPS locator to pile foundation, and the location data is bound and is vibrated
Data and displacement data are uploaded to server cluster, avoid and substitute other pile foundations by using normal pile measurement data
The case where detection data is to reduce testing cost avoids detection data and is tampered, while saving manually to on-site identification stake
The work of base improves the detection efficiency of pile foundation.
In conclusion the present invention has the advantages that
1, validity verification is carried out according to vibration data and displacement data by the first processor, that is, passes through difference
The velocity of wave data that the displacement data of GPS locator measurement converses directly are judged and are repaired to the data of vibrating sensor
Just, it is greatly improved the precision of pile measurement.
2, pass through block chain technology for the vibration data, location data and displacement data distributed storage to server
Cluster avoids detection data from being tampered and lose.
3, it is positioned by position of the differential GPS locator to pile foundation, and the location data is bound into vibration data
And displacement data is uploaded to server cluster, avoids and substitutes other pile measurements by using normal pile measurement data
The case where data are to reduce testing cost avoids detection data and is tampered, while saving manually to on-site identification pile foundation
Work, improves the detection efficiency of pile foundation.
Although specific embodiments of the present invention have been described above, those familiar with the art should be managed
Solution, we are merely exemplary described specific embodiment, rather than for the restriction to the scope of the present invention, it is familiar with this
The technical staff in field should be covered of the invention according to modification and variation equivalent made by spirit of the invention
In scope of the claimed protection.
Claims (8)
1. a kind of pile measurement system, it is characterised in that: including a detection module, one first wireless communication module, one first electricity
Source module and a server cluster；One end of first wireless communication module is connect with detection module, the other end with it is described
Server cluster connection；First wireless communication module and detection module are connect with the first power module respectively；
The detection module includes a first processor, a vibrating sensor and a locator；The one of the first processor
End is connect with the first wireless communication module, and the other end is connect with the vibrating sensor and locator.
2. a kind of pile measurement system as described in claim 1, it is characterised in that: the server cluster includes a plurality of clothes
Business device；The server includes a second processor, one second wireless communication module, a second power supply module and a storage
Device；
One end of second wireless communication module is connect with the first wireless communication module, and the other end and the second processor connect
It connects；Second wireless communication module and second processor are connect with second power supply module respectively；The memory and
The connection of two processors；
It is connected two-by-two between each server by the second wireless communication module.
3. a kind of pile measurement system as claimed in claim 2, it is characterised in that: first wireless communication module and the
Two wireless communication modules are 2G communication module, 3G communication module, 4G communication module, 5G communication module, WIFI or NB-IOT.
4. a kind of pile measurement system as described in claim 1, it is characterised in that: the locator is differential GPS locator.
5. a kind of pile measurement method, it is characterised in that: the method need to use the inspection as described in Claims 1-4 is any
Examining system, described method includes following steps:
Step S10, the described detection module obtains the displacement data of the vibration data of vibration point, the location data of pile foundation and pile foundation simultaneously
Send first processor to；
Step S20, the described first processor carries out validity verification according to vibration data and displacement data；
Step S30, after the described first processor encrypts vibration data, location data and displacement data, pass through described first
Wireless communication module is stored using block chain technology distribution formula to server；
Step S40, the described server decrypts vibration data, location data and the displacement data received, and stores to described
Memory；
Step S50, vibration data, location data and displacement data are updated to other in server cluster by the described server
Server.
6. a kind of pile measurement method as claimed in claim 5, it is characterised in that: the step S10 specifically:
The vibrating sensor obtains the vibration data for hitting vibration point and sends first processor to；The differential GPS locator obtains
It takes the location data of pile foundation and displacement data and sends first processor to.
7. a kind of pile measurement method as claimed in claim 5, it is characterised in that: the step S20 specifically:
The first processor is hit vibration time point according to the first velocity of wave data for including in vibration data and first, and draws the
One curve；
The first processor obtains the second velocity of wave data according to displacement data conversion and second hits vibration time point, and draws the
Two curves；
First curve and the second curve negotiating weighted least-squares method are fitted by the first processor, and then to the vibration
Dynamic data and displacement data carry out validity verification and amendment.
8. a kind of pile measurement method as claimed in claim 5, it is characterised in that: the step S50 specifically:
Newly-increased data in vibration data, location data and displacement data are updated in server cluster by the server
Other servers.
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| CN201910722324.9A CN110528600A (en) | 2019-08-06 | 2019-08-06 | A kind of pile measurement system and method |
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| CN201910722324.9A CN110528600A (en) | 2019-08-06 | 2019-08-06 | A kind of pile measurement system and method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112502198A (en) * | 2020-11-18 | 2021-03-16 | 无锡同济工程质量检测有限公司 | Online pile foundation detection system |
| CN114021209A (en) * | 2022-01-06 | 2022-02-08 | 温州开晨科技有限公司 | Random pile foundation engineering detection and management method and system based on block chain |
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