CN209941761U - Deep horizontal displacement intelligent monitoring device of deep foundation pit diaphragm wall - Google Patents
Deep horizontal displacement intelligent monitoring device of deep foundation pit diaphragm wall Download PDFInfo
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- CN209941761U CN209941761U CN201920564101.XU CN201920564101U CN209941761U CN 209941761 U CN209941761 U CN 209941761U CN 201920564101 U CN201920564101 U CN 201920564101U CN 209941761 U CN209941761 U CN 209941761U
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Abstract
The utility model discloses an intelligent monitoring device for deep horizontal displacement of a deep foundation pit diaphragm wall, which comprises an inclinometer, a transmission cable, an intelligent control electric box and a PC end host; the utility model discloses a data acquisition system, including deviational survey pipe, intelligent control electronic box, PC end host computer, the deviational survey pipe is PVC high accuracy deviational survey pipe, be provided with a plurality of deviational surveys appearance on the inner wall of deviational survey pipe, the deviational survey appearance passes through transmission cable and is connected with intelligent control electronic box, the data signal that the intelligent control electronic box measured the deviational survey appearance carries out data acquisition, data processing and data transmission, the intelligent control electronic box passes through the signal tower and carries data signal to cloud computing center server system through 4G wireless transmission, PC end host computer receives the statistical analysis data of cloud computing center server system through the network, PC end host computer presents the data of the real-time supervision who has handled on the intelligent integration platform of information through. The utility model discloses utilize internet of things to carry out real-time supervision to deep foundation ditch ground even deep horizontal displacement of wall, ensure foundation ditch safety.
Description
Technical Field
The utility model belongs to instrument for the construction, concretely relates to deep foundation ditch ground is deep horizontal displacement intelligent monitoring device of wall even.
Background
Along with the more and more super high-rise of city construction, foundation ditch engineering excavation depth also is bigger and bigger thereupon. Because underground soil body nature, excavation sequence, construction environment's complexity, only confirm foundation ditch construction scheme according to geological survey data, often there are a lot of uncertain factors, how to carry out different position real-time supervision to soil body mechanical properties, the peripheral soil body deformation of foundation ditch that cause in the work progress simultaneously, have become the indispensable important link of engineering construction, in time according to the monitoring result, discover the foreboding of probably taking place danger, judge the security of engineering, prevent the emergence of engineering destruction accident.
Disclosure of Invention
The purpose of the invention is as follows: the utility model aims to provide a deep foundation ditch ground is deep horizontal displacement intelligent monitoring device of wall even to the not enough of prior art.
The technical scheme is as follows: the utility model relates to an intelligent monitoring device for deep horizontal displacement of a deep foundation pit diaphragm wall, which comprises an inclinometer, a transmission cable, an intelligent control electric box and a PC end host; the utility model discloses a cloud computing center server system, including deviational survey pipe, intelligent control electronic box, PC end host computer, the deviational survey pipe is PVC high accuracy deviational survey pipe, be provided with a plurality of deviational surveys appearance on the inner wall of deviational survey pipe, the deviational survey appearance is connected with intelligent control electronic box through transmission cable, the data signal that the intelligent control electronic box measured the deviational survey appearance carries out data acquisition, data processing and data transmission, the intelligent control electronic box passes through the signal tower and carries data signal to cloud computing center server system through 4G wireless transmission, PC end host computer receives the statistical analysis data of cloud computing center server system through the network, PC end host computer presents the real-time supervision's that has handled data on the intelligent integrated platform of information with the curve graph.
Preferably, the inclinometer is a servo acceleration type inclinometer with guide wheels, the model is TL-06C, the inclinometer carries out hole measurement information setting through a computer, the total precision is +/-4 mm/15m, and the distance between the guide wheels is 500 mm; the inclinometer comprises an inclinometer head, a guide wheel and a measuring head, wherein the inclinometer head is fixed on the guide wheel, the guide wheel is fixed on the inclinometer head, the guide wheel is fixed on the guide wheel, the inclinometer head is fixed on the guide wheel, and the guide wheel is fixed on the guide wheel.
Preferably, the intelligent control electronic box includes waterproof plastic shell, the inside of shell is provided with internal integration portable power source, mainboard and thing allies oneself with the module, internal integration portable power source and mainboard connection, the mainboard is connected with the thing allies oneself with the module, the thing allies oneself with the module and includes data collection module, data processing module and data transmission module, data collection module connects data processing module, data processing module connects data transmission module.
Preferably, the signal tower is a China Mobile base station, and actual measurement data signals sent by the construction site intelligent control electric box are transmitted to the cloud computing center server system through 4G wireless transmission.
Preferably, the transmission cable is a six-core wire with the diameter of 8mm, and the inclinometer is connected with the data collection module in the intelligent control electronic box through the transmission cable.
Has the advantages that: the utility model discloses an among deviational survey pipe and the inclinometer, the real-time data signal that the inclinometer recorded passes through transmission cable and conveys to the intelligent control electronic box, the intelligent control electronic box passes through the signal tower and conveys data signal to cloud computing center server system, PC end host computer passes through the statistical analysis data that the network received cloud computing center server system, and the data that will handle real-time supervision presents on information-based intelligence integration platform with the curve graph mode, realize that constructor carries out different positions to deep horizontal displacement of deep foundation ditch underground continuous wall, the different degree of depth, each stage real-time supervision, and then realize monitoring data acquisition process in time, the accuracy in the spatial dimension, high efficiency, real-time and convenient, the science has guided deep basal pit earthwork construction.
Drawings
Fig. 1 is a schematic diagram of a frame structure of the intelligent monitoring device of the present invention;
fig. 2 is the utility model discloses an information-based intelligent integrated platform's working schematic diagram.
Wherein, 1-an inclinometer pipe; 2-a transmission cable; 3-an inclinometer; 4-intelligent control electric box; 5-a signal tower; 6-PC end host computer; 7-information intelligent integrated platform.
Detailed Description
The technical solution of the present invention is described in detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
Example (b): an intelligent monitoring device for deep horizontal displacement of a deep foundation pit diaphragm wall is disclosed, and the intelligent monitoring device comprises an inclinometer 1, an inclinometer 3, a transmission cable 2, an intelligent control electric box 4 and a PC (personal computer) end host 6, wherein the inclinometer 3 is arranged on the inclinometer; the inclinometer comprises an inclinometer tube 1, a guide wheel, a servo acceleration type inclinometer 3, a plurality of guide wheels, an inclinometer, a computer and a controller, wherein the inclinometer tube 1 is a PVC high-precision inclinometer tube 1, the model of the inclinometer tube 1 is XH-70, the outer diameter of the inclinometer tube is 70mm, the inner diameter of the inclinometer tube 1 is 59mm, the inner wall of the inclinometer tube 1 is provided with 90-degree spaced grooves for orientation of a measuring head of the inclinometer 3, the inner wall of the inclinometer tube 1 is provided with a plurality of inclinometers 3, the inclinometers 3 are servo acceleration type inclinometers 3 with guide wheels, the model is TL-06C, the inclinometers 3 carry out hole measurement information setting through the computer, the total precision is +/-4 mm/15m, the distance of the guide wheels is 500mm, the inclinometer; the inclinometer 3 is connected with an internal data collection module of an intelligent control electrical box 4 through a transmission cable 2, the transmission cable 2 is a six-core wire with the diameter of phi 8mm, the intelligent control electrical box 4 comprises a waterproof plastic shell, an internal integrated mobile power supply, a mainboard and an internet of things module are arranged inside the shell, the internal integrated mobile power supply is connected with the mainboard, the mainboard is connected with the internet of things module, the internet of things module comprises a data collection module, a data processing module and a data transmission module, the data collection module is connected with the data processing module, and the data processing module is connected with the data transmission module; the intelligent control electric box 4 performs data collection, data processing and data transmission on data signals measured by the inclinometer 3, the intelligent control electric box 4 transmits the data signals to a cloud computing center server system through 4G wireless transmission through a signal tower 5, the signal tower 5 is a China mobile base station, transmits the actually measured data signals sent by the construction site intelligent control electric box 4 to the cloud computing center server system through 4G wireless transmission, the PC end host 6 receives statistical analysis data of the cloud computing center server system through a network, and the PC end host 6 presents the processed real-time monitoring data on an information intelligent integrated platform 7 in a graph form through the network, as shown in figure 2.
The utility model discloses use the operation step at job site as follows: deep horizontal displacement of diaphragm wall of deep foundation pit
(1) The method comprises the steps of pre-embedding an inclinometer pipe at a certain distance along the length direction of the circumference of the underground diaphragm wall in the underground diaphragm wall of the deep foundation pit, reserving the inclinometer pipe to the top surface of a crown beam when the depth requirement reaches the bottom of the wall, recording the elevation position of each inclinometer pipe in an inclinometer, and ensuring that the inclinometer pipe is vertically downward when concrete is poured. The inclinometer pipe is bound and embedded with a reinforcement cage of the enclosure structure, the inclinometer pipe and the reinforcement cage must be fixed very stably, and a pair of grooves of the inclinometer pipe which is embedded in place must be perpendicular to the edge of the foundation pit during binding.
(2) Clamping a measuring head guide wheel of the inclinometer in a groove of the pre-buried inclinometer pipe according to the elevation position recorded on each inclinometer pipe by the plurality of inclinometers, slightly placing the measuring head into the inclinometer guide pipe, loosening a transmission cable to enable the measuring head to slide to a corresponding depth mark, and connecting the transmission cable on the inclinometer to a data collection module of the intelligent control electrical box;
(3) the real-time data signals measured by the inclinometers are transmitted to the intelligent control electronic box data collection module through the transmission cable, the intelligent control electronic box performs data processing and data transmission on the real-time data signals, and finally data sharing is achieved through a 4G wireless transmission mode and a China mobile signal base station, so that the real-time data signals measured by all the inclinometers are accurately sent to the cloud computing center server system.
(4) The cloud computing center server system performs data analysis processing on all monitoring data by using a distributed storage and distributed computing technology and combining a construction site foundation pit monitoring scheme.
(5) And accessing a cloud computing center server system by adopting a PC (personal computer) end host, presenting processed real-time monitoring data on an information intelligent integrated platform in a curve chart mode, and observing the deformation trend of the underground diaphragm wall of the deep foundation pit in real time.
As mentioned above, although the present invention has been shown and described with reference to certain preferred embodiments, it should not be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (5)
1. The utility model provides a deep foundation ditch ground is deep horizontal displacement intelligent monitoring device of wall even, its characterized in that: the device comprises an inclinometer, a transmission cable, an intelligent control electric box and a PC (personal computer) end host; the utility model discloses a cloud computing center server system, including deviational survey pipe, intelligent control electronic box, PC end host computer, the deviational survey pipe is PVC high accuracy deviational survey pipe, be provided with a plurality of deviational surveys appearance on the inner wall of deviational survey pipe, the deviational survey appearance is connected with intelligent control electronic box through transmission cable, the data signal that the intelligent control electronic box measured the deviational survey appearance carries out data acquisition, data processing and data transmission, the intelligent control electronic box passes through the signal tower and carries data signal to cloud computing center server system through 4G wireless transmission, PC end host computer receives the statistical analysis data of cloud computing center server system through the network, PC end host computer presents the real-time supervision's that has handled data on the intelligent integrated platform of information with the curve graph.
2. The intelligent monitoring device for the deep horizontal displacement of the diaphragm wall of the deep foundation pit according to claim 1, characterized in that: the inclinometer is a servo acceleration type inclinometer with guide wheels, the model is TL-06C, the inclinometer carries out hole measurement information setting through a computer, the total precision is +/-4 mm/15m, and the distance between the guide wheels is 500 mm; the inclinometer comprises an inclinometer head, a guide wheel and a measuring head, wherein the inclinometer head is fixed on the guide wheel, the guide wheel is fixed on the inclinometer head, the guide wheel is fixed on the guide wheel, the inclinometer head is fixed on the guide wheel, and the guide wheel is fixed on the guide wheel.
3. The intelligent monitoring device for the deep horizontal displacement of the diaphragm wall of the deep foundation pit according to claim 1, characterized in that: the intelligent control electronic box comprises a waterproof plastic shell, an internal integrated mobile power supply, a mainboard and an internet of things module are arranged inside the shell, the internal integrated mobile power supply is connected with the mainboard, the mainboard is connected with the internet of things module, the internet of things module comprises a data collection module, a data processing module and a data transmission module, the data collection module is connected with the data processing module, and the data processing module is connected with the data transmission module.
4. The intelligent monitoring device for the deep horizontal displacement of the diaphragm wall of the deep foundation pit according to claim 1, characterized in that: the signal tower is a China Mobile base station, and actual measurement data signals sent by the construction site intelligent control electric box are transmitted to the cloud computing center server system through 4G wireless transmission.
5. The intelligent monitoring device for the deep horizontal displacement of the diaphragm wall of the deep foundation pit according to claim 1, characterized in that: the transmission cable is a six-core wire with the diameter of phi 8mm, and the inclinometer is connected with the data collection module in the intelligent control electronic box through the transmission cable.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201920564101.XU CN209941761U (en) | 2019-04-24 | 2019-04-24 | Deep horizontal displacement intelligent monitoring device of deep foundation pit diaphragm wall |
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| CN201920564101.XU CN209941761U (en) | 2019-04-24 | 2019-04-24 | Deep horizontal displacement intelligent monitoring device of deep foundation pit diaphragm wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411638A (en) * | 2020-11-23 | 2021-02-26 | 苏州大学 | Method for improving horizontal displacement test precision of deep soil body |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411638A (en) * | 2020-11-23 | 2021-02-26 | 苏州大学 | Method for improving horizontal displacement test precision of deep soil body |
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