CN108592988A - A kind of the intellectual monitoring control system and monitoring and control method of osmotic grouting process slip casting fluid parameter - Google Patents

A kind of the intellectual monitoring control system and monitoring and control method of osmotic grouting process slip casting fluid parameter Download PDF

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Publication number
CN108592988A
CN108592988A CN201711249273.XA CN201711249273A CN108592988A CN 108592988 A CN108592988 A CN 108592988A CN 201711249273 A CN201711249273 A CN 201711249273A CN 108592988 A CN108592988 A CN 108592988A
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data
slip casting
sensor
sensor group
iii
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Inventor
杨志全
杨文才
杨溢
张焜
张震
贾彬
丁攀
王渊
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Kunming University of Science and Technology
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Kunming University of Science and Technology
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Priority to CN201711249273.XA priority Critical patent/CN108592988A/en
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01DMEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
    • G01D21/00Measuring or testing not otherwise provided for
    • G01D21/02Measuring two or more variables by means not covered by a single other subclass

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The present invention relates to a kind of the intellectual monitoring control systems and monitoring and control method of osmotic grouting process slip casting fluid parameter, belong to rock engineering technical field.The system includes data monitoring and acquisition system, data analysis and processing system, data are shown and control system, data monitoring and acquisition system include pressure automatic control and adjustment device, sensor group, data collector, and sensor group includes liquid density sensor, liquid flow sensor, temperature sensor, viscosity sensor;Data analysis and processing system include high-performance computer, and data collection and analysis software is provided in high-performance computer, and data show that with control system include processor, LED liquid crystal displays, adjusting control knob.The present invention can be used for osmotic grouting experiment and live Grouting engineering is put into practice;Auto-real-time monitoring and acquisition slip casting fluid parameter, according to the grouting pressure and slip casting rate during monitoring result automatically real-time adjusting control osmotic grouting.

Description

A kind of intellectual monitoring control system of osmotic grouting process slip casting fluid parameter and monitoring Control method
Technical field
The present invention relates to a kind of intellectual monitoring control system of osmotic grouting process slip casting fluid parameter and monitoring and controlling sides Method belongs to Geotechnical Engineering field.
Background technology
Slurry injection technique is by inlet well or to be placed in Grouting Pipe using the methods of hydraulic pressure, air pressure or electrochemical principle, Grouting serous fluid injects among stratum, and slurries drive away between ground particle to fill, permeate, in a manner of compacted or splitting etc. or rock is split Its spatial position is occupied after moisture and air in gap, by certain time, it is completeer to form a structure for slurries condensation and hardening Seed harvest or gelinite whole, waterproof impervious characteristic is high and chemical stability is good;And by original loose ground particle or crack It is cemented to an entirety, achievees the purpose that the physico-mechanical properties for improving Rock And Soil.It is the very strong engineering skill of a practicability Art has obtained widely applying in fields such as subway, military affairs, metallurgy, building, highway and railways at present.
Since the new century, with the rapid development of social economy, China's infrastructure construction scale increasingly increases, phase The engineering construction project answered is also more and more;However the engineering geological condition faced is increasingly sophisticated, the problem of encountering, is also more next It is more challenging, thus seriously affected the construction and operation of these engineerings.
Osmotic grouting to smaller by the disturbing influence of note medium or material, therefore it be used earliest in slip casting field with A kind of current most popular ground construction technology.Currently, domestic and foreign scholars have developed some osmotic grouting procedure parameters prison Device is surveyed, e.g., 105136195 A of Chinese patent CN introduce porous media osmotic grouting multi-parameter monitoring devices and its experiment side Method can monitor pressure, density, temperature and flow parameters in slurries migration process in real time;But these devices are to slurries more Infiltration parameter of migration situation of change among the medium of hole is monitored, and they put into practice project situation with slip casting and differ larger.
In conclusion existing infiltration experiment device, does not consider to expand among grouting pipeline during entire osmotic grouting The dynamic slip casting fluid parameter of diffusing(Such as, density, flow, temperature and viscosity etc.)Dynamic change situation;However slip casting fluid this The variation of a little parameters has very important influence to osmotic grouting diffusion size with effect.
Invention content
In view of the problems of the existing technology the present invention, provides a kind of intelligence prison of osmotic grouting process slip casting fluid parameter Control system and monitoring and control method are surveyed, can not only quickly obtain the close of accurate osmotic grouting process slip casting fluid in time The dynamic state of parameters situation of change such as degree, flow, temperature and viscosity, and can to osmotic grouting process grouting pressure and slip casting rate into The real-time adjusting control of row, to put into practice for slip casting the slip casting fluid parameter design of engineering and grout injection control etc. provide theoretical direction and Technical support.
The present invention be solve its technical problem and the technical solution adopted is that:
A kind of intellectual monitoring control system of osmotic grouting process slip casting fluid parameter, including data monitoring and acquisition system, number It is shown and control system with processing system, data according to analysis,
Data monitoring and acquisition system include pressure automatic control and adjustment device, sensor group, data collector, radio transmitter I, Wireless receiver I, pressure automatic control and adjustment device are arranged on the head conduit of connection slurry-storing container and pressure supply device, pass Sensor group is evenly distributed on connection slurry-storing container on the slurries conveyance conduit on Grouting Pipe top, and slip casting bottom of the tube is inserted vertically into note Slurry is by the center of note medium, and sensor group is connect by data line with data collector, the electricity in pressure automatic control and adjustment device USB serial port modules I, wireless receiving module I are formulated on the plate of road, being provided with USB on the shell of pressure automatic control and adjustment device connects Mouth I, wireless receiver I;USB serial port modules II, wireless sending module I are formulated on the circuit board of data collector, data are adopted USB interface II, radio transmitter I are provided on the shell of storage;
Sensor group includes liquid density sensor, liquid flow sensor, temperature sensor, viscosity sensor, fluid density Sensor, temperature sensor, is set with stainless steel casing on viscosity sensor at liquid flow sensor;
Data analysis and processing system include high-performance computer, are provided with data collection and analysis software in high-performance computer, The host housing of high-performance computer is provided with USB interface III, USB interface IV, radio transmitter II, wireless receiver II, high The mainboard of Project Computer is formulated with USB serial port modules III, USB serial port modules IV, wireless sending module II, wireless receiving module Ⅱ;Wireless receiver II is connected to by wireless transmission protocol I with radio transmitter I, USB interface III by data line I with USB interface II is connected to;
Data show that with control system include processor, LED liquid crystal displays, adjusting control knob, USB interface V, USB interface VI, radio transmitter III, wireless receiver III, LED liquid crystal displays, the setting of adjusting control knob are on a processor and adjusting is controlled Knob processed is located at below LED liquid crystal displays, and processor is formulated with USB serial port modules V, USB serial port modules VI, wireless transmission Module III, wireless receiving module III, radio transmitter III, wireless receiver III are integrally disposed in processor;LED liquid crystal displays Screen, adjusting control knob are connect with processor respectively;
USB interface V is connect by data line II with USB interface IV, wireless receiver III by wireless transmission protocol II with Radio transmitter II is connected to;
USB interface VI is connect by data line III with USB interface I, radio transmitter III by wireless transmission protocol III with Wireless receiver I is connected to.
Further, high-performance computer is data analysis dedicated high performance computer.
Further, the sensor group includes liquid outlet sensor group, slip casting tube sensor group, 3 or more infusions Line sensor group, liquid outlet sensor group, slip casting tube sensor group, infusion pipeline sensor components do not pass through data line and number It is connected according to collector, the liquid outlet in slurry-storing container is arranged in liquid outlet sensor group;Grouting Pipe is arranged in slip casting tube sensor group Slip casting is inserted by note medium apparatus in top and the lower part of Grouting Pipe;Infusion pipeline sensor group is evenly distributed on for being connected to storage Container is starched with slip casting by the slurries conveyance conduit of note medium apparatus.
Further, the slurries conveyance conduit includes straight tube and bend pipe, is uniformly installed on the straight tube of slurries conveyance conduit There are infusion pipeline sensor group, the both ends of bend pipe to be also installed on infusion pipeline sensor group.
Preferably, BHDM series high-precision electronic fluid density sensors can be used in the liquid density sensor;
Preferably, FR11 series electronic formula flow sensors can be used in the liquid flow sensor;
Preferably, STT-T series platinum resistance temperature sensors can be used in the temperature sensor;
Preferably, SXB6-FWS series of fluids viscosity sensors can be used in the viscosity sensor;
Preferably, DL2e data collectors can be used in two groups of data collectors;
Preferably, the data analysis using data analysis and handles dedicated Haswell i7-4770K high with processing system Performance algorithm computer;
Wire communication transmission can be used for the data communication or wireless internet connection is communicated.
The monitoring and control method of the intellectual monitoring control system of osmotic grouting process slip casting fluid parameter of the present invention, tool Steps are as follows for body:
(1)Liquid density sensor, liquid flow sensor, temperature sensor, the viscosity sensor of calibration sensor group;
(2)Grouting Pipe is inserted by note media center in slip casting, slurry-storing container and Grouting Pipe are connected to using slurries conveyance conduit, pressed Pressure automatic control and adjustment device is installed on power conveyance conduit, is uniformly installed sensor group in slurries conveyance conduit, is connected with data line Connect sensor group and data collector;Wireless receiver I is installed on pressure automatic control and adjustment device, is installed on data collector Radio transmitter I;
(3)Radio transmitter II, wireless receiver II are installed on high-performance computer;Radio transmitter is installed on a processor III, wireless receiver III;
(4)Pressure automatic control and adjustment device, data collector, high-performance computer, processor are opened, LED liquid crystal displays are passed through Screen sets grouting parameter, starts slip casting, data collector is to slip casting fluid in slurries conveyance conduit during slip casting Density, flow, temperature, viscosity monitor and record in real time;
(5)Data collector transfers data to high-performance computer, the data collection and analysis software logarithm of high-performance computer It is shown by LED liquid crystal displays then again by the data transmission of analyzing processing to processor according to analyzing processing is carried out, Processor adjusts grouting pressure according to the data control pressure automatic control and adjustment device of analyzing processing or passes through manual rotation knob It controls to adjust device and adjusts grouting pressure;
(6)Slip casting terminates, cleaning sensor group, slurries conveyance conduit, slurry-storing container.
Beneficial effects of the present invention are:
(1)The present invention can monitor the close of the slip casting fluid of the diverging flow among grouting pipeline during entire osmotic grouting in real time The parameters such as degree, flow, temperature and viscosity;
(2)The present invention is applied widely, cannot be only used for osmotic grouting experiment, and can be used for live Grouting engineering practice;
(3)The present invention can monitor density, flow, temperature and viscosity etc. of the slip casting fluid at different time and different spatial The dynamic change characterization of parameter, and monitoring accuracy is higher;
(4)The real-time adjusting control to grouting pressure and slip casting rate during osmotic grouting can be achieved in the present invention;
(5)The present invention has intelligent characteristic, can not only auto-real-time monitoring and acquisition slip casting fluid parameter, and automatically according to prison Survey the result grouting pressure during real-time adjusting control osmotic grouting and slip casting rate automatically.
Description of the drawings
Fig. 1 is the schematic diagram of the intellectual monitoring control system of embodiment osmotic grouting process slip casting fluid parameter;
Fig. 2 is the monitoring and controlling schematic diagram of the intellectual monitoring control system of embodiment osmotic grouting process slip casting fluid parameter;
In figure:1- data collectors, 2- high-performance computers, 3- processors, 4-LED liquid crystal displays, 5- adjusting controls knob, 6- liquid outlet sensors group, 7- infusion pipeline sensors group, 8- slip casting tube sensors group, 9- pressure automatic control and adjustments device, 10- Head conduit, 11- slurry-storing containers, 12- slurries conveyance conduit, 13- Grouting Pipes, 14- slip castings are by note medium.
Specific implementation mode
With reference to embodiment, the invention will be further described, but not limited to this.
Embodiment:As shown in Figure 1 and 2, a kind of intellectual monitoring control system of osmotic grouting process slip casting fluid parameter, packet It includes data monitoring and acquisition system, data analysis and processing system, data are shown and control system,
Data monitoring and acquisition system include pressure automatic control and adjustment device 9, sensor group, data collector 1, radio transmitter I, the head conduit in connection slurry-storing container 11 and pressure supply device is arranged in wireless receiver I, pressure automatic control and adjustment device 9 On 10, sensor group is evenly distributed on the slurries conveyance conduit 12 on connection slurry-storing container 11 and 13 top of Grouting Pipe, Grouting Pipe 13 bottoms are inserted vertically into slip casting by the center of note medium 14, and sensor group is connect by data line with data collector 1, and pressure is certainly It is formulated with USB serial port modules I, wireless receiving module I, pressure automatic control and adjustment device 9 on the dynamic circuit board controlled to adjust in device 9 Shell on be provided with USB interface I, wireless receiver I;Be formulated on the circuit board of data collector 1 USB serial port modules II, Wireless sending module I is provided with USB interface II, radio transmitter I on the shell of data collector 1;
Sensor group includes liquid density sensor, liquid flow sensor, temperature sensor, viscosity sensor, fluid density Sensor, temperature sensor, is set with stainless steel casing on viscosity sensor at liquid flow sensor;
Data analysis and processing system include high-performance computer 2, it is soft to be provided with data collection and analysis in high-performance computer 2 The host housing of part, high-performance computer 2 is provided with USB interface III, USB interface IV, radio transmitter II, wireless receiver II, the mainboard of high-performance computer 2 is formulated with USB serial port modules III, USB serial port modules IV, wireless sending module II, wirelessly connects Receive module II;Wireless receiver II is connected to by wireless transmission protocol I with radio transmitter I, and USB interface III passes through data transmission Line I is connected to USB interface II;
Data show that with control system include processor 3, LED liquid crystal displays 4, adjusting control knob 5, USB interface V, USB Interface VI, radio transmitter III, wireless receiver III, LED liquid crystal displays 4, adjusting control knob 5 are arranged on processor 3 And adjusting control knob 5 is located at 4 lower section of LED liquid crystal displays, processor 3 is formulated with USB serial port modules V, USB serial port modules VI, wireless sending module III, wireless receiving module III, radio transmitter III, wireless receiver III are integrally disposed in processor 3 It is interior;LED liquid crystal displays 4, adjusting control knob 5 are connect with processor 3 respectively;
USB interface V is connect by data line II with USB interface IV, wireless receiver III by wireless transmission protocol II with Radio transmitter II is connected to;
USB interface VI is connect by data line III with USB interface I, radio transmitter III by wireless transmission protocol III with Wireless receiver I is connected to;
Sensor group includes the infusion pipeline sensor group 7 of liquid outlet sensor group 6,13 sensor group of Grouting Pipe 8,3 or more, Liquid outlet sensor group 6,13 sensor group 8 of Grouting Pipe, infusion pipeline sensor group 7 pass through data line and data collector respectively The liquid outlet in slurry-storing container 11 is arranged in 1 connection, liquid outlet sensor group 6;Grouting Pipe 13 is arranged in 13 sensor group 8 of Grouting Pipe Slip casting is inserted by 14 device of note medium in top and the lower part of Grouting Pipe 13;Infusion pipeline sensor group 7, which is evenly distributed on, to be used for Slurry-storing container 11 is connected to slip casting by the slurries conveyance conduit 12 of 14 device of note medium;
Slurries conveyance conduit 12 includes straight tube and bend pipe, and infusion pipeline sensing is uniformly installed on the straight tube of slurries conveyance conduit 12 The both ends of device group 7, bend pipe are also installed on infusion pipeline sensor group 7.
The high-performance computer 2 of the present embodiment is data analysis dedicated high performance computer 2Haswell i7-4770K high Performance algorithm computer;
BHDM series high-precision electronic fluid density sensors can be used in the liquid density sensor of the present embodiment;
FR11 series electronic formula flow sensors can be used in the liquid flow sensor of the present embodiment;
The temperature sensor of the present embodiment uses STT-T series platinum resistance temperature sensors;
The viscosity sensor of the present embodiment uses SXB6-FWS series of fluids viscosity sensors;
The data collector 1 of the present embodiment uses DL2e data collectors;
Wire communication transmission can be used in the data communication of the present embodiment, and wireless internet connection can also be used and communicated.
The monitoring and control method of the intellectual monitoring control system of the osmotic grouting process slip casting fluid parameter of the present embodiment, tool Steps are as follows for body:
(1)Liquid density sensor, liquid flow sensor, temperature sensor, the viscosity sensor of calibration sensor group;
(2)Grouting Pipe is inserted by note media center in slip casting, slurry-storing container and Grouting Pipe are connected to using slurries conveyance conduit, pressed Pressure automatic control and adjustment device is installed on power conveyance conduit, is uniformly installed sensor group in slurries conveyance conduit, is connected with data line Connect sensor group and data collector;Wireless receiver I is installed on pressure automatic control and adjustment device, is installed on data collector Radio transmitter I;
(3)Radio transmitter II, wireless receiver II are installed on high-performance computer;Radio transmitter is installed on a processor III, wireless receiver III;
(4)Pressure automatic control and adjustment device, data collector, high-performance computer, processor are opened, LED liquid crystal displays are passed through Screen sets grouting parameter, starts slip casting, data collector is to slip casting fluid in slurries conveyance conduit during slip casting Density, flow, temperature, viscosity monitor and record in real time;
(5)Data collector transfers data to high-performance computer, the data collection and analysis software logarithm of high-performance computer It is shown by LED liquid crystal displays then again by the data transmission of analyzing processing to processor according to analyzing processing is carried out, Processor adjusts grouting pressure according to the data control pressure automatic control and adjustment device of analyzing processing or passes through manual rotation knob It controls to adjust device and adjusts grouting pressure;
(6)Slip casting terminates, cleaning sensor group, slurries conveyance conduit, slurry-storing container.
Specific embodiments of the present invention are explained in detail above in conjunction with attached drawing, but the present invention is not limited to above-mentioned realities Example is applied, it within the knowledge of a person skilled in the art, can also be without departing from the purpose of the present invention Various changes can be made.

Claims (5)

1. a kind of intellectual monitoring control system of osmotic grouting process slip casting fluid parameter, it is characterised in that:Including data monitoring It is shown with acquisition system, data analysis and processing system, data and control system,
Data monitoring and acquisition system include pressure automatic control and adjustment device, sensor group, data collector, radio transmitter I, Wireless receiver I, pressure automatic control and adjustment device are arranged on the head conduit of connection slurry-storing container and pressure supply device, pass Sensor group is evenly distributed on connection slurry-storing container on the slurries conveyance conduit on Grouting Pipe top, and slip casting bottom of the tube is inserted vertically into note Slurry is by the center of note medium, and sensor group is connect by data line with data collector, the electricity in pressure automatic control and adjustment device USB serial port modules I, wireless receiving module I are formulated on the plate of road, being provided with USB on the shell of pressure automatic control and adjustment device connects Mouth I, wireless receiver I;USB serial port modules II, wireless sending module I are formulated on the circuit board of data collector, data are adopted USB interface II, radio transmitter I are provided on the shell of storage;
Sensor group includes liquid density sensor, liquid flow sensor, temperature sensor, viscosity sensor, fluid density Sensor, temperature sensor, is set with stainless steel casing on viscosity sensor at liquid flow sensor;
Data analysis and processing system include high-performance computer, are provided with data collection and analysis software in high-performance computer, The host housing of high-performance computer is provided with USB interface III, USB interface IV, radio transmitter II, wireless receiver II, high The mainboard of Project Computer is formulated with USB serial port modules III, USB serial port modules IV, wireless sending module II, wireless receiving module Ⅱ;Wireless receiver II is connected to by wireless transmission protocol I with radio transmitter I, USB interface III by data line I with USB interface II is connected to;
Data show that with control system include processor, LED liquid crystal displays, adjusting control knob, USB interface V, USB interface VI, radio transmitter III, wireless receiver III, LED liquid crystal displays, the setting of adjusting control knob are on a processor and adjusting is controlled Knob processed is located at below LED liquid crystal displays, and processor is formulated with USB serial port modules V, USB serial port modules VI, wireless transmission Module III, wireless receiving module III, radio transmitter III, wireless receiver III are integrally disposed in processor;LED liquid crystal displays Screen, adjusting control knob are connect with processor respectively;
USB interface V is connect by data line II with USB interface IV, wireless receiver III by wireless transmission protocol II with Radio transmitter II is connected to;
USB interface VI is connect by data line III with USB interface I, radio transmitter III by wireless transmission protocol III with Wireless receiver I is connected to.
2. the intellectual monitoring control system of osmotic grouting process slip casting fluid parameter according to claim 1, feature exist In:High-performance computer is data analysis dedicated high performance computer.
3. the intellectual monitoring control system of osmotic grouting process slip casting fluid parameter according to claim 1, feature exist In:Sensor group includes liquid outlet sensor group, slip casting tube sensor group, 3 or more infusion pipeline sensor groups, liquid outlet Sensor group, slip casting tube sensor group, infusion pipeline sensor components are not connect by data line with data collector, liquid outlet The liquid outlet in slurry-storing container is arranged in sensor group;Slip casting tube sensor group is arranged the top of Grouting Pipe and the lower part of Grouting Pipe and inserts Enter slip casting by note medium apparatus;Infusion pipeline sensor group is evenly distributed on for being connected to slurry-storing container with slip casting by note medium On the slurries conveyance conduit of device.
4. the intellectual monitoring and control system of osmotic grouting process slip casting fluid parameter according to claim 3, feature It is:Slurries conveyance conduit includes straight tube and bend pipe, and infusion pipeline sensor is uniformly installed on the straight tube of slurries conveyance conduit The both ends of group, bend pipe are also installed on infusion pipeline sensor group.
5. the monitoring and control method of the intellectual monitoring control system of osmotic grouting process slip casting fluid parameter described in claim 1, It is characterized in that, being as follows:
(1)Liquid density sensor, liquid flow sensor, temperature sensor, the viscosity sensor of calibration sensor group;
(2)Grouting Pipe is inserted by note media center in slip casting, slurry-storing container and Grouting Pipe are connected to using slurries conveyance conduit, pressed Pressure automatic control and adjustment device is installed on power conveyance conduit, is uniformly installed sensor group in slurries conveyance conduit, is connected with data line Connect sensor group and data collector;Wireless receiver I is installed on pressure automatic control and adjustment device, is installed on data collector Radio transmitter I;
(3)Radio transmitter II, wireless receiver II are installed on high-performance computer;Radio transmitter is installed on a processor III, wireless receiver III;
(4)Pressure automatic control and adjustment device, data collector, high-performance computer, processor are opened, LED liquid crystal displays are passed through Screen sets grouting parameter, starts slip casting, data collector is to slip casting fluid in slurries conveyance conduit during slip casting Density, flow, temperature, viscosity monitor and record in real time;
(5)Data collector transfers data to high-performance computer, the data collection and analysis software logarithm of high-performance computer It is shown by LED liquid crystal displays then again by the data transmission of analyzing processing to processor according to analyzing processing is carried out, Processor adjusts grouting pressure according to the data control pressure automatic control and adjustment device of analyzing processing or passes through manual rotation knob It controls to adjust device and adjusts grouting pressure;
(6)Slip casting terminates, cleaning sensor group, slurries conveyance conduit, slurry-storing container.
CN201711249273.XA 2017-12-01 2017-12-01 A kind of the intellectual monitoring control system and monitoring and control method of osmotic grouting process slip casting fluid parameter Pending CN108592988A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109580456A (en) * 2019-01-23 2019-04-05 石家庄铁道大学 A kind of experimental rig and test method of the research of osmotic grouting Percolation Threshold Effect
CN109765142A (en) * 2019-01-24 2019-05-17 山东杰控电气技术有限公司 A kind of mobility high concentration slurry density measurement device and method
CN111595376A (en) * 2020-05-15 2020-08-28 中国矿业大学 Intelligent digital detection system and method for roadway anchor rod and cable grouting parameters
CN112697647A (en) * 2021-03-24 2021-04-23 中国科学院武汉岩土力学研究所 Method for recognizing and processing high-pressure grouting rheological data of dynamic water weak broken surrounding rock
CN113322957A (en) * 2021-06-11 2021-08-31 华能澜沧江水电股份有限公司 Pneumatic ultrahigh-pressure intelligent grouting system

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3438769B2 (en) * 1998-09-30 2003-08-18 首都高速道路公団 Method and apparatus for diagnosing grout filling degree of prestressed concrete
CN102182190A (en) * 2011-03-31 2011-09-14 成都山江岩土科技有限责任公司 Automatic grouting monitoring equipment and method
CN102288219A (en) * 2011-05-12 2011-12-21 山东大学 Slurry-grouting pressure and flow velocity real-time monitoring and recording instrument
CN105136195A (en) * 2015-07-23 2015-12-09 山东大学 Porous medium penetration slip-casting multi-parameter monitoring device and test method thereof
CN105678995A (en) * 2016-03-09 2016-06-15 山东大学 Grouting flow monitoring system based on WSN, grouting system and work method
CN106121621A (en) * 2016-07-15 2016-11-16 西南石油大学 A kind of intelligent drilling specialist system
CN106869964A (en) * 2016-12-30 2017-06-20 华北科技学院 A kind of weathering shale crush roadway grouting parameter automatic monitoring system and detection of grouting effects method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3438769B2 (en) * 1998-09-30 2003-08-18 首都高速道路公団 Method and apparatus for diagnosing grout filling degree of prestressed concrete
CN102182190A (en) * 2011-03-31 2011-09-14 成都山江岩土科技有限责任公司 Automatic grouting monitoring equipment and method
CN102288219A (en) * 2011-05-12 2011-12-21 山东大学 Slurry-grouting pressure and flow velocity real-time monitoring and recording instrument
CN105136195A (en) * 2015-07-23 2015-12-09 山东大学 Porous medium penetration slip-casting multi-parameter monitoring device and test method thereof
CN105678995A (en) * 2016-03-09 2016-06-15 山东大学 Grouting flow monitoring system based on WSN, grouting system and work method
CN106121621A (en) * 2016-07-15 2016-11-16 西南石油大学 A kind of intelligent drilling specialist system
CN106869964A (en) * 2016-12-30 2017-06-20 华北科技学院 A kind of weathering shale crush roadway grouting parameter automatic monitoring system and detection of grouting effects method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109580456A (en) * 2019-01-23 2019-04-05 石家庄铁道大学 A kind of experimental rig and test method of the research of osmotic grouting Percolation Threshold Effect
CN109765142A (en) * 2019-01-24 2019-05-17 山东杰控电气技术有限公司 A kind of mobility high concentration slurry density measurement device and method
CN111595376A (en) * 2020-05-15 2020-08-28 中国矿业大学 Intelligent digital detection system and method for roadway anchor rod and cable grouting parameters
CN112697647A (en) * 2021-03-24 2021-04-23 中国科学院武汉岩土力学研究所 Method for recognizing and processing high-pressure grouting rheological data of dynamic water weak broken surrounding rock
CN113322957A (en) * 2021-06-11 2021-08-31 华能澜沧江水电股份有限公司 Pneumatic ultrahigh-pressure intelligent grouting system

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Application publication date: 20180928