CN219301610U

CN219301610U - Automatic stacking working condition monitoring device based on Beidou and multiple sensors

Info

Publication number: CN219301610U
Application number: CN202320015928.1U
Authority: CN
Inventors: 肖朝昀; 黄山景; 朱浩杰; 郝卫; 张郑华; 张卓
Original assignee: Huatumu Xiamen Technology Co ltd
Current assignee: Huatumu Xiamen Technology Co ltd
Priority date: 2023-01-04
Filing date: 2023-01-04
Publication date: 2023-07-04
Anticipated expiration: 2033-01-04

Abstract

The utility model relates to the technical field of ground surface settlement monitoring, in particular to an automatic stacking working condition monitoring device based on Beidou and multiple sensors. The automatic stacking working condition monitoring device based on Beidou and multiple sensors comprises a shell, wherein the bottom of the shell is fixed in a foundation, and the top of the shell extends out of the foundation; a mounting cavity is formed in the shell; the driving module is arranged in the installation cavity; the driving module drives the shell to stretch out and draw back; the Beidou monitoring module is arranged at the top of the shell and used for detecting settlement of the foundation in real time; the working condition recording module is arranged below the Beidou monitoring module and is used for detecting the distance from the top of the shell to the stacking surface in real time; the control module is arranged at the top of the shell and is respectively and electrically connected with the driving module, the working condition recording module and the Beidou monitoring module. The utility model can automatically detect the stacking height without manual operation, and has convenient use and high precision.

Description

Automatic stacking working condition monitoring device based on Beidou and multiple sensors

Technical Field

The utility model relates to the technical field of ground surface settlement monitoring, in particular to an automatic stacking working condition monitoring device based on Beidou and multiple sensors.

Background

The engineering in sea reclamation or soft soil areas and the like need to be subjected to foundation treatment so as to meet the requirements of subsequent engineering construction. The earth surface subsidence observation is one of monitoring items of soft foundation treatment engineering, the purpose of soft foundation treatment is consolidation subsidence, the earth surface subsidence is the most direct reflection of judging good and bad reinforcement effects, and meanwhile, the earth surface subsidence is the basis for controlling loading rate, calculating post-construction subsidence and consolidation degree, and the speed of construction progress and the arrangement of post-construction are determined.

The preloading is a traditional common large-area soft soil foundation reinforcement treatment method, the ground surface subsidence monitoring in the preloading soft foundation treatment engineering usually adopts a traditional manual monitoring method, a subsidence mark is placed on the ground surface, a datum point which is basically fixed outside an affected area is selected, and a leveling measurement method is adopted to calculate the ground surface subsidence value. However, for large-area preloading soft foundation treatment engineering, the above-mentioned surface subsidence manual monitoring has a plurality of problems:

1) In the field, the sand is filled or transported in a grading manner, the sedimentation rod needs to be continuously connected to a position above the stacking height, errors can be generated in the connection process, deflection of the sedimentation rod is easily caused in the stacking process, and the measurement accuracy is difficult to guarantee;

2) The field is large, the guiding distance is long, the manual observation workload is large, and the observation precision is poor;

3) Manual monitoring is time-consuming and labor-consuming, has low efficiency, and cannot realize automatic real-time monitoring.

The common equipment for ground surface settlement automatic monitoring is a static level, and the static level is placed at the positions of the datum point and the monitoring point by utilizing the communicating pipe principle, so that the settlement value of the monitoring point relative to the datum fixed point is measured, but the scheme is not applicable to large-area preloading engineering, and is mainly because of large field area and overlong communicating pipe length, and the communicating pipe is easily blocked due to the influence of stacking after installation.

There is therefore a need for an improved monitoring device that automatically detects the stacking height while enabling the use of the stacking environment.

Disclosure of Invention

In order to solve the defects in the prior art, the utility model provides an automatic stacking condition monitoring device based on Beidou and multiple sensors, which comprises

The bottom of the shell is fixed in the foundation, and the top of the shell extends out of the foundation; a mounting cavity is formed in the shell;

the driving module is arranged in the installation cavity; the driving module drives the shell to stretch out and draw back;

the Beidou monitoring module is arranged at the top of the shell and used for detecting settlement of the foundation in real time;

the working condition recording module is arranged below the Beidou monitoring module and is used for detecting the distance from the top of the shell to the stacking surface in real time;

the control module is arranged at the top of the shell and is respectively and electrically connected with the driving module, the working condition recording module and the Beidou monitoring module.

In some embodiments, the housing comprises a first housing and a second housing, the second housing is nested in the first housing, and the second housing is driven by the driving module to lift along the first housing.

In some embodiments, a first limiting ring is arranged at the top of the first shell; and a second limiting ring is arranged at the bottom of the second shell.

In some embodiments, the drive module includes a lifter set and a drive motor that are secured to the top of the second housing by a mounting plate.

In some embodiments, the condition recording module is a laser ranging radar sensor

In some embodiments, the beidou monitoring module is a beidou all-in-one machine.

In some embodiments, the control module is a single chip microcomputer.

In some embodiments, the housing top is provided with a protective cover.

In some embodiments, the housing and drive module are stacked by the mounting plate.

Based on the above, compared with the prior art, the automatic stacking condition monitoring device based on the Beidou and multi-sensor provided by the utility model has the advantages that the Beidou detection module and the condition recording module are adopted, the stacking height can be detected in real time, and the automatic lifting can be realized during stacking operation, so that the Beidou detection module and the condition recording module are prevented from being buried to cause monitoring failure. The manual operation is not needed, and the device is convenient to use and high in precision.

Additional features and advantages of the utility model will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the utility model. The objectives and other advantages of the utility model will be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.

Drawings

For a clearer description of embodiments of the utility model or of the solutions of the prior art, the drawings that are needed in the description of the embodiments or of the prior art will be briefly described, it being obvious that the drawings in the description below are some embodiments of the utility model, and that other drawings can be obtained from them without inventive effort for a person skilled in the art; the positional relationships described in the drawings in the following description are based on the orientation of the elements shown in the drawings unless otherwise specified.

FIG. 1 is a schematic diagram of an embodiment of the present utility model in use.

Fig. 2 is a schematic structural diagram of an embodiment of the present utility model.

Fig. 3 is a partial enlarged view at fig. 2A.

Fig. 4 is a partial enlarged view at fig. 2B.

Reference numerals:

100 housing 110 first housing 111 first stop collar

120 second housing 121 second stop collar 200 driving module

210 lifting rod set 220 driving motor 230 mounting plate

300 big dipper monitoring module 400 operating mode record module 500 control module

600 foundation

Detailed Description

For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more clear, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model; the technical features designed in the different embodiments of the utility model described below can be combined with each other as long as they do not conflict with each other; all other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

In the description of the present utility model, it should be noted that all terms used in the present utility model (including technical terms and scientific terms) have the same meaning as commonly understood by one of ordinary skill in the art to which the present utility model belongs and are not to be construed as limiting the present utility model; it will be further understood that terms used herein should be interpreted as having a meaning that is consistent with their meaning in the context of this specification and the relevant art and will not be interpreted in an idealized or overly formal sense unless expressly so defined herein.

In specific implementation, as shown in fig. 1 to 4, the automatic stack load condition monitoring device based on the Beidou and multi-sensor comprises a shell 100, a driving module 200, a Beidou monitoring module 300, a condition recording module 400 and a control module 500.

The bottom of the shell 100 is fixed in the foundation 600, and the top extends out of the foundation 600; the housing 100 is internally provided with a mounting cavity; specifically, the housing 100 has a multi-stage nested tubular structure, and can expand and contract while protecting the internal structure.

The driving module 200 is arranged inside the installation cavity; the driving module 200 drives the housing 100 to extend and retract;

the Beidou monitoring module 300 is arranged at the top of the shell 100 and is used for detecting the settlement of the foundation 600 in real time;

the working condition recording module 400 is arranged below the Beidou monitoring module 300 and is used for detecting the distance from the top of the shell 100 to the stacking surface in real time;

the control module 500 is disposed at the top of the housing 100, and the control module 500 is electrically connected to the driving module 200, the working condition recording module 400, and the beidou monitoring module 300.

In actual operation, the working condition recording module 400 arranged at the top of the shell 100 records the initial distance between the top of the shell 100 and the foundation 600, then the real-time distance between the top and the pile load is sensed in real time in the subsequent process, meanwhile, the Beidou monitoring module 300 detects the settlement of the foundation, the working condition recording module 400 and the Beidou monitoring module 300 transmit data to the control module 500, the control module 500 calculates the pile load height according to the data, and the pile load height is the initial distance-real-time distance+settlement. When the working condition recording module 400 detects that the distance between the top of the shell 100 and the stacking exceeds the set range, the control module 500 starts the driving module 200, the driving module 200 drives the shell 100 to extend, and meanwhile, the stacking height is the initial distance+the extending amount-the real-time distance+the settlement amount, and the extending amount of the shell 100 is increased.

In some embodiments, as shown in fig. 2 to 4, the housing 100 includes a first housing 110 and a second housing 120, the second housing 120 is nested in the first housing 110, and the second housing 120 is driven by the driving module 200 to lift along the first housing 110.

In some embodiments, as shown in fig. 2 to 4, a first limiting ring 111 is disposed on the top of the first housing 110; the bottom of the second housing 120 is provided with a second limiting ring 121. Specifically, the driving module 200 drives the second housing 120 to rise, and the second limiting ring 121 abuts against the first limiting ring 111 to limit the positions of the first housing 110 and the second housing 120, so that the rising height of the housing 100 is fixed.

In some embodiments, as shown in fig. 2 to 4, the driving module 200 includes a lifter set 210 and a driving motor 220, and the lifter set 210 and the driving motor 220 are fixed to the top of the second housing 120 through a mounting plate 230.

In some embodiments, the condition recording module 400 is a laser ranging radar sensor

In some embodiments, the Beidou monitoring module 300 is a Beidou all-in-one machine.

In some embodiments, the control module 500 is a single-chip microcomputer.

In some embodiments, the top of the housing 100 is provided with a protective cover, which is detachably connected to the mounting plate 230, and the Beidou monitoring module 300, the working condition recording module 400 and the control module 500 are arranged inside the protective cover, so that damage to each module by the environment is further prevented.

Preferably, the housings 100 may be stacked in plural by the mounting plate 230, and the driving modules 200 therein respectively drive the corresponding housings 100 to ensure the lifting accuracy of the stacked housings 100.

Further, during stacking of the housing 100, the beidou monitoring module 300, the working condition recording module 400, and the control module 500 may be disposed on the topmost mounting plate 230, so as to prevent the housing from being buried.

In addition, it should be understood by those skilled in the art that although many problems exist in the prior art, each embodiment or technical solution of the present utility model may be modified in only one or several respects, without having to solve all technical problems listed in the prior art or the background art at the same time. Those skilled in the art will understand that nothing in one claim should be taken as a limitation on that claim.

Although terms such as housing, first stop collar, second housing, second stop collar, drive module, lifter, drive motor, mounting plate, beidou monitoring module, condition recording module, control module, foundation, etc. are used more herein, the possibility of using other terms is not precluded. These terms are used merely for convenience in describing and explaining the nature of the utility model; they are to be interpreted as any additional limitation that is not inconsistent with the spirit of the present utility model; the terms first, second, and the like in the description and in the claims of embodiments of the utility model and in the above-described figures, if any, are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order.

Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the same; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the utility model.

Claims

1. Automatic pile load condition monitoring device based on big dipper and multisensor, its characterized in that: comprising

2. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 1, wherein the automatic monitoring device is characterized in that: the shell comprises a first shell and a second shell, wherein the second shell is nested in the first shell, and the second shell is driven by the driving module to lift along the first shell.

3. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 2, wherein the automatic monitoring device is characterized in that: a first limiting ring is arranged at the top of the first shell; and a second limiting ring is arranged at the bottom of the second shell.

4. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 2, wherein the automatic monitoring device is characterized in that: the driving module comprises a lifting rod group and a driving motor, and the lifting rod group and the driving motor are fixed at the top of the second shell through a mounting plate.

5. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 1, wherein the automatic monitoring device is characterized in that: the working condition recording module is a laser ranging radar sensor.

6. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 1, wherein the automatic monitoring device is characterized in that: the big dipper monitoring module is big dipper all-in-one.

7. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 1, wherein the automatic monitoring device is characterized in that: the control module is a singlechip.

8. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 1, wherein the automatic monitoring device is characterized in that: the top of the shell is provided with a protective cover.

9. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 4, wherein the automatic monitoring device is characterized in that: the control module and the Beidou monitoring module are arranged on the mounting plate.

10. The automatic monitoring device for stacking conditions based on Beidou and multiple sensors according to claim 4, wherein the automatic monitoring device is characterized in that: the shell and the driving module are overlapped through the mounting plate.