Earthwork filling monitoring device and method based on three-dimensional laser scanning
A technology of three-dimensional laser and monitoring device, which is applied in the direction of measuring device, volume measuring instrument/method, program control, etc., which can solve the problem that the test progress cannot meet the construction requirements with high efficiency, cannot judge the overall project quality of earthwork filling, and the detection results cannot be true To meet the needs of high-efficiency construction, improve detection efficiency, and reduce manpower and time consumption
A technology of three-dimensional laser and monitoring device, which is applied in the direction of measuring device, volume measuring instrument/method, program control, etc., which can solve the problem that the test progress cannot meet the construction requirements with high efficiency, cannot judge the overall project quality of earthwork filling, and the detection results cannot be true To meet the needs of high-efficiency construction, improve detection efficiency, and reduce manpower and time consumption
CN106774069AActive Publication Date: 2017-05-31CHINA JK INST OF ENG INVESTIGATION & DESIGN
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[0050] Such as figure 1 A three-dimensional laser scanning based earth filling monitoring device shown includes a data detection module installed on the impact roller 9 and a monitoring module for monitoring the constructed earth filling. The monitoring module includes on-site processing module, a remote monitoring module that communicates with the on-site processing module, and a handheld wireless terminal 8 that is arranged on the staff and sends control commands to the impact roller 9. The on-site processing module includes On-site and for storing the field server 3 of detection data and being connected with described field server 3 and carrying out the field processing terminal 4 of detection data preprocessing, described remote monitoring module comprises the remote server 5 that is connected with field processing terminal 4 and with The remote monitoring terminal 6 connected to the remote server 5, the on-site server 3 carries out wireless data communication with the dat...
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The invention discloses an earthwork filling monitoring device and method based on three-dimensional laser scanning. The monitoring device comprises a data detecting module and a monitoring module. The monitoring module comprises a field processing module, a remote monitoring module and a handhold wireless terminal. The field processing module comprises a field server and a field processing terminal. The remote monitoring module comprises a remote server and a remote monitoring terminal. The monitoring method comprises the following steps: step one, collecting data and synchronously storing; step two, pre-processing of the data transmission; step three, the data transmission; step four, field data remote monitoring and diagnosing; and step five, repeatedly executing the step one to the step four for several times, until finishing the monitoring process of the construction earthwork filling. The monitoring device and method have the characteristics of rational design, simple and convenient operation and good using effect, and are capable of accurately monitoring the construction earthwork filling in real time, and the detection result is accurate.
Description
technical field [0001] The invention belongs to the technical field of earthwork filling monitoring, and in particular relates to an earthwork filling monitoring device and method based on three-dimensional laser scanning. Background technique [0002] Earthwork filling projects are all built in barren hills and slopes, with complex topography, short construction time, large-scale excavation and filling, and high compaction quality requirements for the earthwork filling bodies formed by earthwork filling. The methods often used in earthwork filling construction are strong compaction method and impact rolling method. The strong compaction method is the dynamic compaction method, also known as the dynamic consolidation method. Falling freely from a height of 6 meters to 40 meters, using powerful tamping energy, generates strong shock waves and dynamic stress in the foundation, and tamps the soil layer strongly; the impact rolling method uses the principle of compaction, throug...
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Patent Timeline
31 May 2017
Publication
CN106774069A
- IPC
- G05B19/048; G01F22/00; G01D21/02; G08C17/02
- CPC
- G05B19/048; G08C17/02; G01D21/02; G01F22/00
- Inventors
- 张继文; 曹杰