阅读说明：本技术 一种桩基检测系统及方法 (A kind of pile measurement system and method ) 是由 江凡 陈利昕 于 2019-08-06 设计创作，主要内容包括：本发明提供了工程检测技术领域的一种桩基检测系统,包括一检测模块、一第一无线通信模块、一第一电源模块以及一服务器集群；所述第一无线通信模块的一端与检测模块连接,另一端与所述服务器集群连接；所述第一无线通信模块以及检测模块均分别与第一电源模块连接；所述检测模块包括一第一处理器、一振动传感器以及一定位器；所述第一处理器的一端与第一无线通信模块连接,另一端与所述振动传感器以及定位器连接；本发明还提供了一种桩基检测方法。本发明的优点在于：提升了桩基检测的精度、避免检测数据被篡改以及丢失。(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.)

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.

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.