CN107144593A - Freeze deep detector and detection method in tunnel in cold area hole - Google Patents

Freeze deep detector and detection method in tunnel in cold area hole Download PDF

Info

Publication number
CN107144593A
CN107144593A CN201710404380.9A CN201710404380A CN107144593A CN 107144593 A CN107144593 A CN 107144593A CN 201710404380 A CN201710404380 A CN 201710404380A CN 107144593 A CN107144593 A CN 107144593A
Authority
CN
China
Prior art keywords
connecting seat
tunnel
cold area
area hole
temperature value
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201710404380.9A
Other languages
Chinese (zh)
Other versions
CN107144593B (en
Inventor
杭伯安
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BEIJING LUQIAOTONG INTERNATIONAL ENGINEERING CONSULTING & PROJECT MANAGEMENT Co Ltd
Original Assignee
BEIJING LUQIAOTONG INTERNATIONAL ENGINEERING CONSULTING & PROJECT MANAGEMENT Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by BEIJING LUQIAOTONG INTERNATIONAL ENGINEERING CONSULTING & PROJECT MANAGEMENT Co Ltd filed Critical BEIJING LUQIAOTONG INTERNATIONAL ENGINEERING CONSULTING & PROJECT MANAGEMENT Co Ltd
Priority to CN201710404380.9A priority Critical patent/CN107144593B/en
Publication of CN107144593A publication Critical patent/CN107144593A/en
Application granted granted Critical
Publication of CN107144593B publication Critical patent/CN107144593B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N25/00Investigating or analyzing materials by the use of thermal means

Abstract

The present invention, which is provided, freezes deep detector in a kind of tunnel in cold area hole, it includes:Support;Lowering or hoisting gear, it includes cylinder and telescopic shaft, and end is fixed with connecting seat;Frozen soil scooping device, it includes the revolving part for being fixedly installed on the motor of connecting seat lower surface, being connected with the motor output end;Multiple temperature sensors, it is in same level with connecting seat;Displacement transducer, it is arranged on connecting seat;Controller, the shift value that the temperature value and displacement transducer that reception temperature sensor is sent are sent, when the average temperature value in continuous ten testing results is in preset range, current location frost penetration is used as to detect detection depth residing during the average temperature value in preset range for the first time.The present invention, which is also provided, freezes deep detection method in a kind of tunnel in cold area hole, can accurately detect that the jelly in tunnel in cold area hole is deep, and testing result is accurate, and basic data is provided for follow-up work.

Description

Freeze deep detector and detection method in tunnel in cold area hole
Technical field
The invention belongs to freeze deep detector and detection method in tunnel field, more particularly to a kind of tunnel in cold area hole.
Background technology
During construction in high-cold region, it is often necessary to carry out building for tunnel, and there is frozen soil in extremely frigid zones, be unfavorable for work throughout the year Journey is smoothed out, it is necessary to carry out freezing deep detection, to facilitate follow-up work.
The content of the invention
It is an object of the invention to solve at least the above, and provide the advantage that at least will be described later.
The present invention, which is provided, freezes deep detector in a kind of tunnel in cold area hole, it includes:
Support, is fixed in the tunnel in cold area hole on ground, and the bracket cover is provided with a cylindrical case;
Lowering or hoisting gear, it includes stretching for the output end for being fixed on the cylinder of the support lower surface and being connected to the cylinder Contracting axle, the flexible the tip of the axis is fixed with a connecting seat;
Frozen soil scooping device, it includes being fixedly installed on the motor of the connecting seat lower surface and the motor output end The revolving part of connection, the edge of the connecting seat is folded upward at forming a cylindric protective cover, and the cylindric protective cover passes through At least two dowels are connected with the cylindrical case;
Multiple temperature sensors, it is arranged on the lateral surface of the cylindrical case and is in together with the position of the connecting seat One horizontal plane;
Displacement transducer, it is arranged on the connecting seat;
Controller, it is electrically connected with the cylinder and the motor, and receives the temperature value that the temperature sensor is sent And the shift value that institute's displacement sensors are sent, and calculated according to the distance between connecting seat set in advance and ground Current detection depth, and the temperature value calculating sent according to multiple temperature sensors obtains current depth average temperature value, by institute State current depth and current depth average temperature value binding storage is used as this testing result, when continuous ten testing results In average temperature value be in preset range in when, it is residing during the average temperature value in preset range to detect for the first time Detection depth be used as current location frost penetration.
Preferably, freeze in described tunnel in cold area hole in deep detector, the cylindric protective cover is foldable, and upper end Fixed with the support, and seal setting.
Preferably, freeze in described tunnel in cold area hole in deep detector, the cylinder is two or more, and synchronously fortune OK.
Preferably, freeze in described tunnel in cold area hole in deep detector, the controller drives the lowering or hoisting gear fortune The shift value that institute's displacement sensors are sent is moved and received, and is compared with the previous shift value sent, when the two difference etc. When preset distance value, the controller controls the lowering or hoisting gear to be stopped while opening the temperature sensor, is spaced The lowering or hoisting gear is driven to move after 10s again.
The present invention, which is also provided, freezes deep detection method in a kind of tunnel in cold area hole, it comprises the following steps:
Secure the stand in tunnel in cold area hole on ground, and keep parallel to the ground;
Lowering or hoisting gear with connecting seat is installed below support, cylindrical case is fixed on the connection by dowel On seat, and displacement transducer is provided with the lateral surface fixed temperature sensor of cylindrical case, connecting seat;
Frozen soil scooping device is fixed on below the connecting seat;
The distance between current time connecting seat and ground are measured, and is preset with the temperature values of thermostat layer, with And setting detecting distance interval;
Controller control lowering or hoisting gear is moved downward, and starts detection, the average temperature value in continuous ten testing results When in preset range, using detect for the first time detection depth residing during the average temperature value in preset range as Current location frost penetration, detection of end, controller control lowering or hoisting gear moves up to initial position.
The present invention, which is provided, freezes deep detector and detection method in a kind of tunnel in cold area hole, can accurately detect cold area's tunnel Jelly in road hole is deep, and testing result is accurate, and basic data is provided for follow-up work.
Further advantage, target and the feature of the present invention embodies part by following explanation, and part will also be by this The research and practice of invention and be understood by the person skilled in the art.
Brief description of the drawings
Fig. 1 is the structural representation of the one embodiment for freezing deep detector in the tunnel in cold area hole that the present invention is provided.
Embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to specification text Word can be implemented according to this.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein do not allot one or many The presence or addition of individual other elements or its combination.
As shown in figure 1, the present invention, which is provided, freezes deep detector in a kind of tunnel in cold area hole, it includes:
Support 1, is fixed in the tunnel in cold area hole on ground, and is covered with a cylindrical case 2 outside the support 1;
Lowering or hoisting gear 3, it includes the output end for being fixed on the cylinder of the lower surface of support 1 and being connected to the cylinder Telescopic shaft, the flexible the tip of the axis is fixed with a connecting seat 4;
Frozen soil scooping device 5, it includes being fixedly installed on the motor of the lower surface of connecting seat 4, exported with the motor The revolving part of connection is held, the edge of the connecting seat 4 is folded upward at forming a cylindric protective cover 6, the cylindric protective cover 5 It is connected by least two dowels with the cylindrical case 2;
Multiple temperature sensors 7, its be arranged on the lateral surface of the cylindrical case 2 and with the position of the connecting seat 4 In same level;
Displacement transducer 8, it is arranged on the connecting seat 4;
Controller, it is electrically connected with the cylinder and the motor, and receives the temperature value that the temperature sensor 7 is sent And the shift value that institute's displacement sensors 8 are sent, and calculated according to the distance between connecting seat 4 set in advance and ground Go out current detection depth, and the temperature value sent according to multiple temperature sensors 7 calculates and obtains current depth average temperature value, will The current depth and current depth average temperature value binding storage are used as this testing result, when continuous ten detection knots When average temperature value in fruit is in preset range, to detect the average temperature value when institute in preset range for the first time The detection depth at place is used as current location frost penetration.
Freeze in described tunnel in cold area hole in deep detector, the cylindric protective cover 6 is foldable, and upper end and the branch Frame 1 is fixed, and seals setting.
Freeze in described tunnel in cold area hole in deep detector, the cylinder is two or more, and is run simultaneously.
Freeze in described tunnel in cold area hole in deep detector, the controller drives the lowering or hoisting gear to move and receive institute The shift value that displacement sensors are sent, and be compared with the previous shift value sent, when the two difference is equal to preset distance During value, the controller controls the lowering or hoisting gear to be stopped while opening the temperature sensor, is driven again after the 10s of interval The dynamic lowering or hoisting gear motion.
The present invention, which is also provided, freezes deep detection method in a kind of tunnel in cold area hole, it comprises the following steps:
Secure the stand in tunnel in cold area hole on ground, and keep parallel to the ground;
Lowering or hoisting gear with connecting seat is installed below support, cylindrical case is fixed on the connection by dowel On seat, and displacement transducer is provided with the lateral surface fixed temperature sensor of cylindrical case, connecting seat;
Frozen soil scooping device is fixed on below the connecting seat;
The distance between current time connecting seat and ground are measured, and is preset with the temperature values of thermostat layer, with And setting detecting distance interval;
Controller control lowering or hoisting gear is moved downward, and starts detection, the average temperature value in continuous ten testing results When in preset range, using detect for the first time detection depth residing during the average temperature value in preset range as Current location frost penetration, detection of end, controller control lowering or hoisting gear moves up to initial position.
Although embodiment of the present invention is disclosed as above, it is not restricted in specification and embodiment listed With it can be applied to various suitable the field of the invention completely, can be easily for those skilled in the art Other modification is realized, therefore under the universal limited without departing substantially from claim and equivalency range, the present invention is not limited In specific details and shown here as the legend with description.

Claims (5)

1. freeze deep detector in tunnel in cold area hole, it is characterised in that including:
Support, is fixed in the tunnel in cold area hole on ground, and the bracket cover is provided with a cylindrical case;
Lowering or hoisting gear, it includes the flexible of the output end for being fixed on the cylinder of the support lower surface and being connected to the cylinder Axle, the flexible the tip of the axis is fixed with a connecting seat;
Frozen soil scooping device, it includes being fixedly installed on the motor of the connecting seat lower surface, is connected with the motor output end Revolving part, the edge of the connecting seat is folded upward at being formed a cylindric protective cover, and the cylindric protective cover passes through at least Two dowels are connected with the cylindrical case;
Multiple temperature sensors, it is arranged on the lateral surface of the cylindrical case and is in same water with the position of the connecting seat Plane;
Displacement transducer, it is arranged on the connecting seat;
Controller, it is electrically connected with the cylinder and the motor, and receive temperature value that the temperature sensor sends and The shift value that institute's displacement sensors are sent, and calculated currently according to the distance between connecting seat set in advance and ground Depth is detected, and the temperature value sent according to multiple temperature sensors calculates and obtains current depth average temperature value, described will work as Preceding depth and current depth average temperature value binding storage are used as this testing result, when in continuous ten testing results When average temperature value is in preset range, to detect inspection residing during the average temperature value in preset range for the first time Depth measurement degree is used as current location frost penetration.
2. freeze deep detector in tunnel in cold area hole as claimed in claim 1, it is characterised in that the cylindric protective cover can be rolled over Fold, and upper end is fixed with the support, and seal setting.
3. freeze deep detector in tunnel in cold area hole as claimed in claim 1, it is characterised in that the cylinder is two or more, And synchronous operation.
4. freeze deep detector in tunnel in cold area hole as claimed in claim 1, it is characterised in that the controller drives the liter Falling unit moves and received the shift value that institute's displacement sensors are sent, and is compared with the previous shift value sent, when two When person's difference is equal to preset distance value, the controller controls the lowering or hoisting gear to be stopped while opening the TEMP The lowering or hoisting gear is driven to move again after device, interval 10s.
5. freeze deep detection method in tunnel in cold area hole, it is characterised in that comprise the following steps:
Secure the stand in tunnel in cold area hole on ground, and keep parallel to the ground;
Lowering or hoisting gear with connecting seat is installed below support, cylindrical case is fixed on the connecting seat by dowel On, and it is provided with displacement transducer on the lateral surface fixed temperature sensor of cylindrical case, connecting seat;
Frozen soil scooping device is fixed on below the connecting seat;
The distance between current time connecting seat and ground are measured, and is preset with the temperature values of thermostat layer, Yi Jishe Regular inspection ranging sow discord every;
Controller control lowering or hoisting gear is moved downward, and starts detection, when the average temperature value in continuous ten testing results is in When in preset range, to detect detection depth residing during the average temperature value in preset range for the first time as current Position frost penetration, detection of end, controller control lowering or hoisting gear moves up to initial position.
CN201710404380.9A 2017-06-01 2017-06-01 Detector and detection method for freezing depth in tunnel in cold region Active CN107144593B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710404380.9A CN107144593B (en) 2017-06-01 2017-06-01 Detector and detection method for freezing depth in tunnel in cold region

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710404380.9A CN107144593B (en) 2017-06-01 2017-06-01 Detector and detection method for freezing depth in tunnel in cold region

Publications (2)

Publication Number Publication Date
CN107144593A true CN107144593A (en) 2017-09-08
CN107144593B CN107144593B (en) 2020-09-08

Family

ID=59780619

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710404380.9A Active CN107144593B (en) 2017-06-01 2017-06-01 Detector and detection method for freezing depth in tunnel in cold region

Country Status (1)

Country Link
CN (1) CN107144593B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109932386A (en) * 2019-04-03 2019-06-25 王信青 A kind of monitoring method of refrigerating process

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626898A (en) * 1991-11-28 1994-02-04 J Jiii Tex Kk Sensor for detecting moisture and temperature in soil
CN202511782U (en) * 2012-03-02 2012-10-31 河南省气象科学研究所 Frozen soil and dry soil layer measurement sensor
KR20160035642A (en) * 2014-09-23 2016-04-01 한국전력공사 Device for measuring thermal resistivity of soil
CN205209467U (en) * 2015-12-24 2016-05-04 丰满发电厂 Novel frozen soil depth sensor
CN105783838A (en) * 2016-04-14 2016-07-20 哈尔滨今星微电子科技有限公司 Frozen soil depth sensor
CN205719340U (en) * 2015-12-21 2016-11-23 民勤县邦德贸易有限公司 A kind of soil moisture measuring instrument

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626898A (en) * 1991-11-28 1994-02-04 J Jiii Tex Kk Sensor for detecting moisture and temperature in soil
CN202511782U (en) * 2012-03-02 2012-10-31 河南省气象科学研究所 Frozen soil and dry soil layer measurement sensor
KR20160035642A (en) * 2014-09-23 2016-04-01 한국전력공사 Device for measuring thermal resistivity of soil
CN205719340U (en) * 2015-12-21 2016-11-23 民勤县邦德贸易有限公司 A kind of soil moisture measuring instrument
CN205209467U (en) * 2015-12-24 2016-05-04 丰满发电厂 Novel frozen soil depth sensor
CN105783838A (en) * 2016-04-14 2016-07-20 哈尔滨今星微电子科技有限公司 Frozen soil depth sensor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109932386A (en) * 2019-04-03 2019-06-25 王信青 A kind of monitoring method of refrigerating process
CN109932386B (en) * 2019-04-03 2021-06-15 广东诺登机电工程有限公司 Method for monitoring freezing process

Also Published As

Publication number Publication date
CN107144593B (en) 2020-09-08

Similar Documents

Publication Publication Date Title
AU2014246762A1 (en) A soil compaction system and method
CN103898931B (en) A kind of base stake three-dimensional detection device based on boring radar and base stake 3 D detection method
CN106485975B (en) A kind of tunnel in cold area temperature field laboratory experiment system
RU2018100857A (en) SYSTEMS AND METHODS OF TRACKING THE STABILITY OF THE ROOF OF DEVELOPMENT WITH LONG BORING
CN104764543B (en) The method that temperature measuring device and surrounding air used for vehicles carry out temperature measurement
CN105251823B (en) A kind of cold steel pipe machine automation control system of vertical hydraulic and method
RU2018144950A (en) MANAGING A DRILLING WELL TRAJECTORY BY MEASURING DEPTH
CN107631940A (en) A kind of rock fracture frost heave force test device under Action of Vertical Loads
CN108776175B (en) Ultrasonic detection method for average compressive strength of frozen wall
CN107144593A (en) Freeze deep detector and detection method in tunnel in cold area hole
JP2016130407A5 (en)
CN103981905A (en) Real-time monitoring method for sinking attitude of composite bucket foundation for offshore wind turbine
JP2019513593A5 (en)
US20180058030A1 (en) Device for calculating construction assistance information, system for calculating construction assistance information, and program
CN207123443U (en) A kind of shield soil storehouse fluid slag soil nature shape assessment device
EP1821066A3 (en) Leveling method and leveling device
JP2008256386A (en) Heating-type ground water resistivity logging method, detector for heating-type ground water resistivity logging, and measuring instrument for heating-type ground water resistivity logging
CN108507936A (en) A kind of building soil wind erosion measuring device and assay method
CN207318303U (en) A kind of drilling rock mass discontinuity visualization tracer test device in situ
CN106840063A (en) Underwater concrete engineering expansion joint on-Line Monitor Device based on displacement transducer
CN109056855A (en) Inclinometer pipe borehole cleaning system and method
CN105606712A (en) Ultrasonic detection probe, detection method, and detection system
CN207300318U (en) A kind of device using inclinometer in the detection of landslide
CN105625153B (en) A kind of high polymer method for repairing and mending of roadbase disease
CN114715676A (en) Stacker-reclaimer with function of measuring internal temperature of coal pile and temperature measuring method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant