CN206387515U - Mountain tunnel lining cutting and country rock assembled temperature measuring staff - Google Patents

Mountain tunnel lining cutting and country rock assembled temperature measuring staff Download PDF

Info

Publication number
CN206387515U
CN206387515U CN201720063873.6U CN201720063873U CN206387515U CN 206387515 U CN206387515 U CN 206387515U CN 201720063873 U CN201720063873 U CN 201720063873U CN 206387515 U CN206387515 U CN 206387515U
Authority
CN
China
Prior art keywords
measuring staff
temperature sensor
country rock
lining cutting
tunnel lining
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.)
Active
Application number
CN201720063873.6U
Other languages
Chinese (zh)
Inventor
林立彬
焦鹏飞
张冠华
宋捷
唐宇
王金暖
刘国金
徐国锋
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.)
Liaoning Communication Planning And Design Institute Co Ltd
Original Assignee
Liaoning Communication Planning And Design Institute 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 Liaoning Communication Planning And Design Institute Co Ltd filed Critical Liaoning Communication Planning And Design Institute Co Ltd
Priority to CN201720063873.6U priority Critical patent/CN206387515U/en
Application granted granted Critical
Publication of CN206387515U publication Critical patent/CN206387515U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Measuring Temperature Or Quantity Of Heat (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The utility model belongs to technical field of civil engineering, a kind of mountain tunnel lining cutting and country rock assembled temperature measuring staff, including some measuring staff bodies being sequentially connected, accommodating cavity is provided with each measuring staff body, temperature sensor is arranged in the accommodating cavity, and the bus-bar construction of the lead for setting temperature sensor is provided with described measuring staff body.Beneficial effect:Temperature sensor is arranged in measuring staff body in the application, the damage of temperature sensor when mounted is effectively prevent, measuring staff body not only acts as supporting role, and temperature sensor formation is protected;In addition, some measuring staff bodies are connected to form temperature measuring staff, it is easy for installation, it can be connected according to the measuring staff body of the specifically chosen varying number of demand, form the temperature measuring staff of different length, it is easy for installation, do not limited by tunnel small space.

Description

Mountain tunnel lining cutting and country rock assembled temperature measuring staff
Technical field
The utility model belongs to technical field of civil engineering, more particularly to a kind of mountain tunnel lining cutting and country rock assembled temperature Spend measuring staff.
Background technology
Tunnel is a kind of special engineering structure, particularly important during highway, the railway crossing mountain ridge.There is plurality The tunnel of amount is in Frozen Area.Permafrost area stratum and the frost heave cycle characteristics of lining cutting, are to cause tunnel-liner to occur Crack, thus threaten to operation security.
The seriousness of this problem is had appreciated that at present, and many scholars, expert, which ride in, to build and operation tunnel foundation temperature Test system is spent, it is generally to be fixed on temperature sensor on reinforcing bar using iron wire that it, which is embedded to tunnel structure and the measuring staff of country rock, so Drilled afterwards using rock drill, if by the reinforcing bar insertion drilling with dry temperature sensor, then pouring into the filling of permeation of modified epoxy Pulp material (50 yuan/kg), so as to measure formation temperature at tunnel cross-section different depth.
But this scheme has clearly disadvantageous part, 1. in work progress, temperature sensor is easily damaged, and causes very big wave Take, 2. need grouting material, 3. single measuring staff construction inconvenience.Its reason is, is the temperature of accurate testing tunnel different depth first Degree, measuring staff length needs 3m or so, is that the tunnel space construction of relative closure is more inconvenient.Temperature sensor is bundled on reinforcing bar Constructed, bundle it is too tight, easily influence temperature sensor signal transmission, and temperature sensor damage;Binding is too loose, is easily caused Temperature sensor fixes insecure, and measured data do not possess researching value;In addition, sensor is fixed on outside reinforcing bar, by steel Muscle is put into boring procedure, and temperature sensor is collided with the wall of a borehole, is easily caused sensor probe damage.
Utility model content
The purpose of this utility model be overcome prior art to there is the defect that temperature sensor is easily damaged there is provided a kind of mountain Ridge tunnel serves as a contrast rock and country rock assembled temperature measuring staff.
The utility model solves the technical scheme that its technical problem used:A kind of mountain tunnel lining cutting and country rock assembling Accommodating cavity, TEMP are provided with formula temperature measuring staff, including some measuring staff bodies being sequentially connected, each measuring staff body Device is arranged in the accommodating cavity, and the winding displacement knot of the lead for setting temperature sensor is provided with described measuring staff body Structure.
Preferably, for ease of the connection between measuring staff body, described measuring staff body two ends are respectively arranged with internal thread And external screw thread, the two neighboring measuring staff body passes through the internal thread and external screw thread and is threadedly coupled.
Further, to there is the lead for setting temperature sensor, the bus-bar construction includes being arranged on described measuring staff sheet On body, and the fairlead connected with the accommodating cavity.The lead of temperature sensor can be led to by fairlead during winding displacement accommodating Outside chamber, so that temperature sensors are connected with external electrical components.
Preferably, effectively to discharge lead in order, effectively lead is led to outside drilling, described measuring staff body edge Winding displacement groove is provided with its length direction, the winding displacement groove is connected with fairlead.
As the another embodiment of above-mentioned technical proposal, described bus-bar construction includes being separately positioned on measuring staff body The pin end of internal thread one end and the female joint of this extracorporeal thread of measuring staff one end, described pin end and female joint are and accommodating cavity The lead electrical connection of interior temperature sensor, when two neighboring measuring staff body is connected by internal thread and external screw thread, described public access Head and female joint coordinate contact.The lead of temperature sensor effectively can be hidden in measuring staff body using pin end and female joint Interior so that measuring staff is more attractive, outward appearance is more succinct, installs more convenient.
Preferably, described pin end is spring, described female joint is conductive spacer.Can effectively it be protected using spring Demonstrate,prove the contact between pin end and female joint, it is to avoid open circuit is formed between pin end and female joint.
Beneficial effect:Temperature sensor is arranged in measuring staff body in the application, temperature sensor is effectively prevent and exists Damage during installation, measuring staff body not only acts as supporting role, and temperature sensor formation is protected;In addition, being surveyed some Bar body connects to form temperature measuring staff, easy for installation, can be connected according to the measuring staff body of the specifically chosen varying number of demand, shape It is easy for installation into the temperature measuring staff of different length, do not limited by tunnel small space.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the temperature measuring staff structural representation of embodiment 1;
Fig. 2 is partial structurtes enlarged drawing in Fig. 1;
Fig. 3 is the temperature measuring staff structural representation of embodiment 2;
Fig. 4 is partial structurtes enlarged drawing in Fig. 3.
Wherein:1. measuring staff body, 11. accommodating cavities, 12. internal threads, 13. external screw threads, 14. fairleads, 15. winding displacement grooves, 16. Pin end, 17. female joints, 2. temperature sensors, 21. leads.
Embodiment
Embodiment 1
As illustrated in fig. 1 and 2, a kind of mountain tunnel lining cutting and country rock assembled temperature measuring staff, including some be sequentially connected Measuring staff body 1, specifically, the described two ends of measuring staff body 1 are respectively arranged with internal thread 12 and external screw thread 13, two neighboring described Measuring staff body 1 is threadedly coupled by the internal thread 12 and external screw thread 13, and accommodating cavity is provided with each measuring staff body 1 11, temperature sensor 2 is arranged in the accommodating cavity 11, is provided with described measuring staff body 1 for setting temperature sensor 2 Lead 21 bus-bar construction.
Specifically, above-mentioned bus-bar construction includes being arranged on described measuring staff body 1 in the present embodiment, and is housed with described The fairlead 14 that chamber 11 is connected.Described measuring staff body 1 along its length on be provided with winding displacement groove 15, the winding displacement groove 15 with Fairlead 14 is connected.
During installation, drilled in present mountain tunnel lining cutting and country rock, some measuring staff bodies 1 are then passed through into spiral shell as needed Line is sequentially connected, in the present embodiment by taking two measuring staff bodies 1 as an example, and temperature sensor 2 is pre-installed in the appearance in measuring staff body 1 Put in chamber 11, its lead 21 is drawn through fairlead 14, and is arranged in the winding displacement groove 15 of measuring staff body 1, then will be installed Temperature measuring staff insertion drilling in, lead 21 by winding displacement groove 15 draw after be connected with external electrical components, with receive, divide The signal of eutectoid temperature sensor 2.
Embodiment 2
As shown in Figures 3 and 4, as the another embodiment of embodiment 1, the bus-bar construction in embodiment 1 is replaced with Following structure, described bus-bar construction includes the pin end 16 and measuring staff sheet for being separately positioned on the one end of 1 internal thread of measuring staff body 12 The female joint 17 of the one end of 1 external screw thread of body 13, described pin end 16 and female joint 17 with temperature sensor 2 in accommodating cavity 11 Lead 21 is electrically connected, when two neighboring measuring staff body 1 is connected by internal thread 12 and external screw thread 13, described pin end 16 and mother Joint 17 coordinates contact, and described pin end 16 is spring, and described female joint 17 is conductive spacer, other structures be the same as Example 1。
It is threadedly coupled when mounted in an internal thread 12 of measuring staff body 1 with the external screw thread 13 of adjacent measuring staff body 1, simultaneously Pin end 16 in internal thread 12 is contacted with the joint cooperation on external screw thread 13, conduction, so that the lead of temperature sensor 2 21 are hidden in measuring staff body 1, easy for installation, attractive in appearance, succinct.
It should be appreciated that specific embodiment described above is only used for explaining the utility model, it is not used to limit this reality With new.The obvious changes or variations extended out by spirit of the present utility model is still in protection of the present utility model Among scope.

Claims (6)

1. a kind of mountain tunnel lining cutting and country rock assembled temperature measuring staff, it is characterised in that:Including some measuring staffs being sequentially connected Accommodating cavity (11) is provided with body (1), each measuring staff body (1), temperature sensor (2) is arranged on the accommodating cavity (11) in, the bus-bar construction of the lead (21) for setting temperature sensor (2) is provided with described measuring staff body (1).
2. mountain tunnel lining cutting according to claim 1 and country rock assembled temperature measuring staff, it is characterised in that:Described survey Bar body (1) two ends are respectively arranged with internal thread (12) and external screw thread (13), and the two neighboring measuring staff body (1) is by described Internal thread (12) and external screw thread (13) threaded connection.
3. mountain tunnel lining cutting according to claim 1 or 2 and country rock assembled temperature measuring staff, it is characterised in that:It is described Bus-bar construction includes being arranged on described measuring staff body (1), and the fairlead (14) connected with the accommodating cavity (11).
4. mountain tunnel lining cutting according to claim 3 and country rock assembled temperature measuring staff, it is characterised in that:Described survey Bar body (1) along its length on be provided with winding displacement groove (15), the winding displacement groove (15) connects with fairlead (14).
5. mountain tunnel lining cutting according to claim 2 and country rock assembled temperature measuring staff, it is characterised in that:Described row Cable architecture includes being separately positioned on the pin end (16) and measuring staff body (1) external screw thread of measuring staff body (1) internal thread (12) one end (13) female joint (17) of one end, described pin end (16) and female joint (17) with accommodating cavity (11) interior temperature sensor (2) lead (21) electrical connection, it is described when two neighboring measuring staff body (1) is connected by internal thread (12) and external screw thread (13) Pin end (16) and female joint (17) coordinate contact.
6. mountain tunnel lining cutting according to claim 5 and country rock assembled temperature measuring staff, it is characterised in that:Described public affairs Joint (16) is spring, and described female joint (17) is conductive spacer.
CN201720063873.6U 2017-01-17 2017-01-17 Mountain tunnel lining cutting and country rock assembled temperature measuring staff Active CN206387515U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720063873.6U CN206387515U (en) 2017-01-17 2017-01-17 Mountain tunnel lining cutting and country rock assembled temperature measuring staff

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720063873.6U CN206387515U (en) 2017-01-17 2017-01-17 Mountain tunnel lining cutting and country rock assembled temperature measuring staff

Publications (1)

Publication Number Publication Date
CN206387515U true CN206387515U (en) 2017-08-08

Family

ID=59493905

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720063873.6U Active CN206387515U (en) 2017-01-17 2017-01-17 Mountain tunnel lining cutting and country rock assembled temperature measuring staff

Country Status (1)

Country Link
CN (1) CN206387515U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108318151A (en) * 2017-01-17 2018-07-24 辽宁省交通规划设计院有限责任公司 Mountain tunnel lining cutting and country rock assembled temperature measuring staff
CN110132450A (en) * 2019-04-28 2019-08-16 内蒙古高等级公路建设开发有限责任公司 Mountain tunnel drainage system Research on Automatic Measuring System of Temperature and test method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108318151A (en) * 2017-01-17 2018-07-24 辽宁省交通规划设计院有限责任公司 Mountain tunnel lining cutting and country rock assembled temperature measuring staff
CN110132450A (en) * 2019-04-28 2019-08-16 内蒙古高等级公路建设开发有限责任公司 Mountain tunnel drainage system Research on Automatic Measuring System of Temperature and test method

Similar Documents

Publication Publication Date Title
CN109141265B (en) A kind of advanced monitoring device of tunnel excavation country rock overall process deformation curve and its implementation method
CN109116411B (en) Microseismic sensors are fixed and recyclable device in a kind of hole suitable for different pore size
CN103513016B (en) Adopt the soft rock multi-measuring point detecting earth stress method of sensing post
WO2019056410A1 (en) Structure for monitoring stability of existing roadbed and slope, and construction method therefor
CN105973285A (en) Multifunctional intelligent anchor pole and installation arrangement method thereof
CN203097917U (en) Force-measuring rock bolt
CN207180639U (en) A kind of equipment of field monitoring overburden of the goaf space displacement
CN103485811A (en) Detection method for axial force and bending moment of anchor rod and detecting anchor rod
CN206387515U (en) Mountain tunnel lining cutting and country rock assembled temperature measuring staff
CN106225818A (en) A kind of single-point temperature compensation multifunctional intellectual anchor pole and installation distribution method thereof
CN109029832A (en) A method of aquifer water pressure is adopted based on the monitoring of incorporated light fiber sensor
CN203022725U (en) Stress tester for testing pipe column
CN105444925A (en) Device and method for installing borehole stressmeter
CN106050242A (en) On-site measurement device for extrusion deformation of front of tunnel face
CN108318151A (en) Mountain tunnel lining cutting and country rock assembled temperature measuring staff
CN107389008A (en) A kind of device and method of field monitoring overburden of the goaf space displacement
CN203414608U (en) Deep roadway surrounding rock zonal disintegration on-site detection system
CN207335617U (en) A kind of existing roadbed, the monitoring of structures of slope stability
CN103644986A (en) Hollow grouting anchor rod structure based mine pressure measuring device
CN103323156A (en) Dangerous rock landslide body stress collection sensor and installation method thereof
CN102322977B (en) Mining optical fiber temperature sensor probe
CN205638513U (en) Stock sensor
CN208606799U (en) Multi-parameter monitoring devices for roadway surrounding rock
CN203930082U (en) Self-drilling type shearing wave proving installation
CN204575041U (en) A kind of anchor cable formula instrument of roof separation

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant