CN102323152A - Constant-resistance and large-deformation anchor shank tension meter - Google Patents

Constant-resistance and large-deformation anchor shank tension meter Download PDF

Info

Publication number
CN102323152A
CN102323152A CN201110157921A CN201110157921A CN102323152A CN 102323152 A CN102323152 A CN 102323152A CN 201110157921 A CN201110157921 A CN 201110157921A CN 201110157921 A CN201110157921 A CN 201110157921A CN 102323152 A CN102323152 A CN 102323152A
Authority
CN
China
Prior art keywords
lifting jack
anchor rod
large deformation
constant resistance
deformation anchor
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
CN201110157921A
Other languages
Chinese (zh)
Other versions
CN102323152B (en
Inventor
何满潮
郭志飚
王炯
杨军
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.)
China University of Mining and Technology Beijing CUMTB
Original Assignee
China University of Mining and Technology Beijing CUMTB
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 China University of Mining and Technology Beijing CUMTB filed Critical China University of Mining and Technology Beijing CUMTB
Priority to CN 201110157921 priority Critical patent/CN102323152B/en
Publication of CN102323152A publication Critical patent/CN102323152A/en
Application granted granted Critical
Publication of CN102323152B publication Critical patent/CN102323152B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The invention provides a constant-resistance and large-deformation anchor shank tension meter which comprises a pull rod, a hollow jack for tensioning an anchor shank, a rotating device, a lifting device and a first hydraulic pump, wherein the rotating device is used for controlling the rotating angle of the hollow jack; the lifting device is used for controlling the height of the hollow jack and the height of the rotating device; the first hydraulic pump is used for driving the hollow jack to operate; the hollow jack is fixed on the rotating device; and the rotating device is arranged on the lifting device. The constant-resistance and large-deformation anchor shank tension meter provided by the invention has the advantages of wide measuring range, high bearing capacity, simpleness for operation and effectively-reduced labor intensity.

Description

The constant resistance and large deformation anchor rod tautness meter
Technical field
The present invention relates to a kind of axis force of anchor meter, relate in particular to a kind of constant resistance and large deformation anchor rod tautness meter with big extensibility.
Background technology
In mining tunnel or tunnel support, anchor pole is to use the support apparatus the widest, that consumption is maximum.Continuous intensification along with mining depth; Roadway surrounding rock usually shows the characteristics of soft rock large deformation, and existing anchor pole extensibility is low, can not adapt to the characteristics of roadway surrounding rock large deformation; To cause support apparatus inefficacies such as anchor pole, and then cause accidents such as tunnel roof fall, landslide.Be head it off; One Chinese patent application 201010196197.2 discloses a kind of constant resistance and large deformation anchor rod with big extensibility; Its elongation can reach 600~800mm, yet the range of existing axis force of anchor meter can't satisfy the detection requirement of this type of anchor pole far away.
Summary of the invention
The object of the present invention is to provide a kind of constant resistance and large deformation anchor rod tautness meter, existing axis force of anchor metering journey is little, load-bearing capacity is low to solve, the pressurization that can't circulate etc. can not be satisfied the problem of the on-the-spot detection needs of constant resistance and large deformation anchor rod.
To achieve these goals; Constant resistance and large deformation anchor rod tautness meter provided by the invention comprises pull bar and the hollow lifting jack that is used for stretching anchor rod; Wherein, also comprise the jacking gear of whirligig, the said hollow lifting jack of control and the whirligig height of controlling the said hollow lifting jack anglec of rotation and first hydraulic pump that drives said hollow lifting jack operation; Said hollow lifting jack is fixed on the said whirligig, and said whirligig is located on the said jacking gear.
According to a kind of preferred implementation of above-mentioned constant resistance and large deformation anchor rod tautness meter, wherein, said whirligig comprises casing, case lid, first lifting jack; The one edge of said case lid is articulated in the one edge of said casing; Said hollow lifting jack is fixed in said case lid top; One end of said first lifting jack is articulated in below the said case lid and the other end is articulated in the said casing to control said case lid rotation, and said first lifting jack is connected with one second hydraulic pump through hydraulic tube.
According to a kind of preferred implementation of above-mentioned constant resistance and large deformation anchor rod tautness meter, wherein, said jacking gear is a hoistable platform.
According to a kind of preferred implementation of above-mentioned constant resistance and large deformation anchor rod tautness meter, wherein, also comprise mobile device, said jacking gear is located on the said mobile device.
According to a kind of preferred implementation of above-mentioned constant resistance and large deformation anchor rod tautness meter, wherein, said second hydraulic pump is a hydraulic hand-pump.
According to a kind of preferred implementation of above-mentioned constant resistance and large deformation anchor rod tautness meter, wherein, the driving mechanism of said hoistable platform is one second lifting jack, and said second lifting jack is connected with one the 3rd hydraulic pump through hydraulic tube.
According to a kind of preferred implementation of above-mentioned constant resistance and large deformation anchor rod tautness meter, wherein, said first hydraulic pump is a pneumatically powered hydraulic pump.
According to a kind of preferred implementation of above-mentioned constant resistance and large deformation anchor rod tautness meter, wherein, said the 3rd hydraulic pump is a hydraulic hand-pump.
According to a kind of preferred implementation of above-mentioned constant resistance and large deformation anchor rod tautness meter, wherein, also comprise parameter calculation apparatus, said parameter calculation apparatus is used for obtaining the pressure of said hydraulic tube, and calculates the stretching force and the stretching range of said hollow lifting jack according to this.
Can know that through analyzing technical scheme of the present invention constant resistance and large deformation anchor rod tautness meter provided by the invention has that range is big, load-bearing capacity is high, simple to operate, the advantage that can effectively reduce labour intensity.In a preferred implementation of the present invention, use reciprocating type pneumatically powered hydraulic pump to drive the hollow lifting jack, the compressed air source, reliable operation, long service life, easy to maintenance, noise is low.
Description of drawings
Fig. 1 is the agent structure synoptic diagram of the preferred embodiment of the present invention;
Fig. 2 is the structural representation of the pull bar of the preferred embodiment of the present invention;
Fig. 3-Fig. 5 is respectively the reference view of the different application state of the preferred embodiment of the present invention.
Embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is explained further details.
Fig. 1 schematically shows the agent structure of the preferred embodiment of the present invention; Shown in it, this preferred embodiment mainly comprises the hollow lifting jack 13 that is used for stretching anchor rod, the whirligig of control hollow lifting jack 13 anglecs of rotation, the jacking gear of controlling hollow lifting jack 13 and whirligig height and the pneumatically powered hydraulic pump 1 of driving hollow lifting jack 13 operations, the flat-bed trailer 4 of mobile jacking gear.Because hollow lifting jack 13 is a mature technology, repeats no more at this.
As shown in Figure 1; Hollow lifting jack 13 is connected in the reversal valve 12 of hydraulic pump 1 through hydraulic tube (unmarked among the figure); The hydraulic pump 1 of this preferred embodiment is a pneumatically powered hydraulic pump; It can realize pneumatic circulation pressurization and wide range, has well satisfied the high parameter testing demand of constant resistance and large deformation anchor rod extensibility.Hydraulic pump 1 is provided with the tensimeter 11 that shows its output pressure, through observing tensimeter 11, just can know the pressure in the hollow lifting jack 13, combines the area parameters of piston in the hollow lifting jack 13 again, can calculate the stretching force of hollow lifting jack 13.
The whirligig of this preferred embodiment comprises casing 24, case lid 21, lifting jack 2.The one edge of case lid 21 is articulated in the one edge of casing 24 through turning axle 25.Hollow lifting jack 13 is fixed in above the case lid 21.Be provided with hinged seat 22 below the case lid 21; The base plate of casing 24 is provided with hinged seat 23; One end of lifting jack 2 is articulated in hinged seat 22, and the other end is articulated in hinged seat 23, like this when the piston rod of lifting jack 2 stretches out; Promote case lid 21 around turning axle 25 rotations, and then control hollow lifting jack 13 forms different angles with surface level.Lifting jack 2 (is a reduced graph 1 through a hydraulic tube and a hydraulic pump; This hydraulic pump and connected hydraulic tube be not all in shown in Fig. 1) connect; This hydraulic pump preferably is located at the position identical with hydraulic hand-pump 34, is convenient to operating personnel and operates to regulate lifting jack 2 in the position that promotes flat-bed trailer 4.Further preferably, the hydraulic pump that drives lifting jack 2 is a hydraulic hand-pump, and manually operated hydraulic pump is convenient to regulate as required the anglec of rotation of case lid 21, points to different angles with the oil cylinder bottom 131 of accurate control hollow lifting jack 13.
The jacking gear of this preferred embodiment is the scissor lift platform, and the scissor lift platform is located on the flat-bed trailer 4, and flat-bed trailer 4 is provided with wheel 42 so that move, and the scissor lift platform is driven by lifting jack 3 and does lifting and down maneuver.The hydraulic pump that drives lifting jack 3 operations is a hydraulic hand-pump 34, and hydraulic hand-pump 34 is provided with handle 35, through operating grip 35 control hydraulic hand-pumps 34 and lifting jack 3, and then the height of control hoistable platform.
Further; This preferred embodiment also comprises the parameter calculation apparatus (not shown); Parameter calculation apparatus comprises flowmeter, data computation module, memory module and the display module on the hydraulic tube of being located between hollow lifting jack 13 and the hydraulic pump 1; The hydraulic pressure oil mass that flowmeter is used for obtaining the pressure of hydraulic tube and obtains to flow in the unit interval hollow lifting jack 13 simultaneously; Data computation module recording and analyses bar 14 flows into hydraulic pressure oil mass, the hydraulic fluid pressure in hollow lifting jack 13 cavitys after beginning to move; According to the piston rod area of hollow lifting jack 13, calculate the stretching force and the stretching range of hollow lifting jack 13 then, and export checkout result to memory module and display module; Display module can be used for intuitively showing the performance parameter of constant resistance and large deformation anchor rod to be measured, and the performance parameter that memory module is used to store constant resistance and large deformation anchor rod is in order to calling.
In order to further specify this preferred embodiment; Please refer to Fig. 3-Fig. 5; Fig. 3-Fig. 5 shows this preferred embodiment is tested the constant resistance and large deformation anchor rod 9 of diverse location in tunnel 7 reference state; Excavate country rock 6 formation tunnels 7,, be provided with a plurality of constant resistance and large deformation anchor rods 9 in the country rock 6 for preventing accidents such as tunnel 7 roof falls, landslide.
In test tunnel 7 during the constant resistance and large deformation anchor rod 9 of diverse location; Because it is shorter that anchor pole 9 exposes to the end of country rock 6, therefore, all need by means of pull bar 8; The pull bar 8 that this preferred embodiment is used is as shown in Figure 2; Comprise the body of rod 82, nut 81 and internal thread 83, an end of the body of rod 82 is provided with external thread to be connected with nut 81, and the other end of the body of rod 82 is provided with internal thread 83 to be connected with constant resistance and large deformation anchor rod 9.
When using the constant resistance and large deformation anchor rod 9 of this preferred embodiment testing level position; As shown in Figure 3, promote the handle 41 of flat-bed trailer 4, hoistable platform and hollow lifting jack 13 etc. is moved to the position of constant resistance and large deformation anchor rod to be measured 9; Operating grip 35; Make the 13 parallel liftings of hollow lifting jack, be raised to the position of constant resistance and large deformation anchor rod 9 to be measured, make constant resistance and large deformation anchor rod 9 outer ends be threadedly connected to the internal thread 83 of the body of rod 82 that stretches out from the bottom of hollow piston rod 14; The other end of the body of rod 82 stretches out the top 141 of the piston rod 14 of hollow; Oil cylinder bottom 131 is replaced on the pallet of constant resistance and large deformation anchor rod to be measured 9, then at the other end of the body of rod 82 nut 81 is installed, the diameter of nut 81 is greater than the hollow aperture of piston rod 14 certainly.Open hydraulic pump 1 and reversal valve 12 then,, hollow piston rod 14 is moved to the direction of its bottom, thereby apply pulling force, write down and calculate each item test data simultaneously through 8 pairs of constant resistance and large deformation anchor rods 9 of pull bar to hollow lifting jack 13 output hydraulic oil.
Like Fig. 4, shown in Figure 5; Tilt or during vertical constant resistance and large deformation anchor rod 9, need the handle 35 control hydraulic pumps 34 on the operate tablet car 4 in test, and then the height of control lifting jack 3 adjustment hoistable platforms; And operate another handle and control corresponding hydraulic pump; And then the anglec of rotation of control lifting jack 2 adjustment hollow lifting jack 13, make oil cylinder bottom 131 replace on the pallet of constant resistance and large deformation anchor rod to be measured 9, all the other operations are then same as described above.
In sum; The present invention through adjustable perfect square to and hollow lifting jack and the CYCLIC LOADING of pneumatically powered hydraulic pump of height; Realize wide range, big load-bearing capacity and pneumatic circulation pressurization, solved the problem that existing axis force of anchor meter can not satisfy the on-the-spot detection needs of constant resistance and large deformation anchor rod.
Can know that by technological general knowledge the present invention can realize through other the embodiment that does not break away from its spirit or essential feature.Therefore, above-mentioned disclosed embodiment with regard to each side, all just illustrates, and is not only.All within the scope of the present invention or the change in being equal to scope of the present invention all comprised by the present invention.

Claims (9)

1. constant resistance and large deformation anchor rod tautness meter; Comprise pull bar and the hollow lifting jack that is used for stretching anchor rod; It is characterized in that, also comprise the jacking gear of whirligig, the said hollow lifting jack of control and the whirligig height of controlling the said hollow lifting jack anglec of rotation and first hydraulic pump that drives said hollow lifting jack operation; Said hollow lifting jack is fixed on the said whirligig, and said whirligig is located on the said jacking gear.
2. constant resistance and large deformation anchor rod tautness meter according to claim 1 is characterized in that, said whirligig comprises casing, case lid, first lifting jack; The one edge of said case lid is articulated in the one edge of said casing; Said hollow lifting jack is fixed in said case lid top; One end of said first lifting jack is articulated in said case lid below and the other end thereof and is articulated in the said casing to control said case lid rotation, and said first lifting jack is connected with one second hydraulic pump through hydraulic tube.
3. constant resistance and large deformation anchor rod tautness meter according to claim 1 is characterized in that, said jacking gear is a hoistable platform.
4. constant resistance and large deformation anchor rod tautness meter according to claim 1 is characterized in that, also comprises mobile device, and said jacking gear is located on the said mobile device.
5. constant resistance and large deformation anchor rod tautness meter according to claim 2 is characterized in that, said second hydraulic pump is a hydraulic hand-pump.
6. constant resistance and large deformation anchor rod tautness meter according to claim 3 is characterized in that, the driving mechanism of said hoistable platform is one second lifting jack, and said second lifting jack is connected with one the 3rd hydraulic pump through hydraulic tube.
7. constant resistance and large deformation anchor rod tautness meter according to claim 1 is characterized in that, said first hydraulic pump is a pneumatically powered hydraulic pump.
8. constant resistance and large deformation anchor rod tautness meter according to claim 6 is characterized in that, said the 3rd hydraulic pump is a hydraulic hand-pump.
9. constant resistance and large deformation anchor rod tautness meter according to claim 1 is characterized in that, also comprises parameter calculation apparatus, and said parameter calculation apparatus is used for obtaining the pressure of said hydraulic tube, and calculates the stretching force and the stretching range of said hollow lifting jack according to this.
CN 201110157921 2011-06-13 2011-06-13 Constant-resistance and large-deformation anchor shank tension meter Active CN102323152B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201110157921 CN102323152B (en) 2011-06-13 2011-06-13 Constant-resistance and large-deformation anchor shank tension meter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201110157921 CN102323152B (en) 2011-06-13 2011-06-13 Constant-resistance and large-deformation anchor shank tension meter

Publications (2)

Publication Number Publication Date
CN102323152A true CN102323152A (en) 2012-01-18
CN102323152B CN102323152B (en) 2013-05-29

Family

ID=45450940

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201110157921 Active CN102323152B (en) 2011-06-13 2011-06-13 Constant-resistance and large-deformation anchor shank tension meter

Country Status (1)

Country Link
CN (1) CN102323152B (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102944477A (en) * 2012-11-09 2013-02-27 中国矿业大学(北京) Large-displacement drawing machine for constant-resistance anchor tie and usage method thereof
CN103232006A (en) * 2013-05-13 2013-08-07 蔡青林 Jack for anchor rod tension meter
CN103233754A (en) * 2013-05-13 2013-08-07 蔡青林 Tensioning device for anchor cable for mine
CN103233933A (en) * 2013-05-13 2013-08-07 蔡青林 Manual operation oil pump hydraulic system for anchor shank tension meter
WO2013143145A1 (en) * 2012-03-31 2013-10-03 中国矿业大学(北京) Dynamics performance testing system
CN106124402A (en) * 2016-08-30 2016-11-16 中国水利水电第三工程局有限公司 A kind of TBM driving section anchor pole anti-pulling detection assay device and using method
CN106706313A (en) * 2016-12-29 2017-05-24 渤海造船厂集团有限公司 Ship anchor-pulling test method
CN106842133A (en) * 2016-08-29 2017-06-13 王论丛 A kind of phased-array radar
CN107153026A (en) * 2017-07-11 2017-09-12 甘肃省交通科学研究院有限公司 A kind of static load anchoring machine steel strand wires install instrument
CN109883838A (en) * 2019-03-28 2019-06-14 中国矿业大学 A kind of varied angle granular media filler experimental rig
CN112129635A (en) * 2020-10-15 2020-12-25 山东建筑大学 Rib body drawing test system and method
CN117949306A (en) * 2024-03-27 2024-04-30 河海大学 Constant-resistance anchor rod large-displacement drawing machine and use method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2426468Y (en) * 2000-03-27 2001-04-11 李炳锡 Freight conveyer for high-rise building
DE10249823B3 (en) * 2002-10-22 2004-06-03 Klaus Frohne Drive system for portable machine using rotation of vehicle wheel e.g. for portable electrical generator, pump, conveying screw or winch
CN101187311A (en) * 2007-11-27 2008-05-28 刘兴才 Coal mine self-moving type filling counterfort machine
CN101446545A (en) * 2008-12-25 2009-06-03 山东科技大学 Anchoring body rheologic drawing device and test method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2426468Y (en) * 2000-03-27 2001-04-11 李炳锡 Freight conveyer for high-rise building
DE10249823B3 (en) * 2002-10-22 2004-06-03 Klaus Frohne Drive system for portable machine using rotation of vehicle wheel e.g. for portable electrical generator, pump, conveying screw or winch
CN101187311A (en) * 2007-11-27 2008-05-28 刘兴才 Coal mine self-moving type filling counterfort machine
CN101446545A (en) * 2008-12-25 2009-06-03 山东科技大学 Anchoring body rheologic drawing device and test method

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013143145A1 (en) * 2012-03-31 2013-10-03 中国矿业大学(北京) Dynamics performance testing system
US9588029B2 (en) 2012-03-31 2017-03-07 China University Of Mining & Technology (Beijing) Dynamics performance testing system
CN102944477B (en) * 2012-11-09 2015-05-06 中国矿业大学(北京) Large-displacement drawing machine for constant-resistance anchor tie and usage method thereof
CN102944477A (en) * 2012-11-09 2013-02-27 中国矿业大学(北京) Large-displacement drawing machine for constant-resistance anchor tie and usage method thereof
CN103232006A (en) * 2013-05-13 2013-08-07 蔡青林 Jack for anchor rod tension meter
CN103233754A (en) * 2013-05-13 2013-08-07 蔡青林 Tensioning device for anchor cable for mine
CN103233933A (en) * 2013-05-13 2013-08-07 蔡青林 Manual operation oil pump hydraulic system for anchor shank tension meter
CN106842133A (en) * 2016-08-29 2017-06-13 王论丛 A kind of phased-array radar
CN106124402A (en) * 2016-08-30 2016-11-16 中国水利水电第三工程局有限公司 A kind of TBM driving section anchor pole anti-pulling detection assay device and using method
CN106706313A (en) * 2016-12-29 2017-05-24 渤海造船厂集团有限公司 Ship anchor-pulling test method
CN107153026A (en) * 2017-07-11 2017-09-12 甘肃省交通科学研究院有限公司 A kind of static load anchoring machine steel strand wires install instrument
CN109883838A (en) * 2019-03-28 2019-06-14 中国矿业大学 A kind of varied angle granular media filler experimental rig
CN112129635A (en) * 2020-10-15 2020-12-25 山东建筑大学 Rib body drawing test system and method
CN112129635B (en) * 2020-10-15 2021-05-11 山东建筑大学 Rib body drawing test system and method
CN117949306A (en) * 2024-03-27 2024-04-30 河海大学 Constant-resistance anchor rod large-displacement drawing machine and use method thereof
CN117949306B (en) * 2024-03-27 2024-06-07 河海大学 Constant-resistance anchor rod large-displacement drawing machine and use method thereof

Also Published As

Publication number Publication date
CN102323152B (en) 2013-05-29

Similar Documents

Publication Publication Date Title
CN102323152B (en) Constant-resistance and large-deformation anchor shank tension meter
US9488049B2 (en) Tension meter for anchor rod with constant resistance and large deformation
EP2530046B1 (en) Stepless luffing mechanism for super-lifting counterweight of crawler crane and operating method thereof
KR101022210B1 (en) Surface inspection apparatus for concrete lining of tunnel
CA2698918C (en) Portable pump jack
CN206862771U (en) Lift reisilometer
CN109339702B (en) Digital multifunctional vehicle-mounted drilling and repairing machine
CN102944477B (en) Large-displacement drawing machine for constant-resistance anchor tie and usage method thereof
CN206464802U (en) Automatic wind gun device for pipe pile die matched moulds
CN206609724U (en) The water filling bar assembly of steel cylinder water press testing machine
CN220018842U (en) Leakage test tool
CN202300213U (en) Drilling machine lifting type derrick
CN106624755B (en) Automatic wind gun device for pipe pile die molding
KR101115543B1 (en) Structure test appuratus of damping prop
CN210944852U (en) Hydraulic crane pipe device
CN207774680U (en) A kind of portable mechanism jacking apparatus
CN2615200Y (en) Hydraulic pile hammer
CN217033058U (en) Jack calibration equipment
CN214888631U (en) Angle adjusting jack for stretching steel strand
CN110501186A (en) A kind of concrete feeding device
CN218025192U (en) Adjustable jack
CN212320585U (en) Dynamic indicating device for moving amount of roadway top and bottom plates of fully mechanized coal mining face
CN203783612U (en) Intelligent constant-resistance anchor rod tension meter
CN208702337U (en) A kind of novel hydraulic paddle type mill mobile ground anchor vehicle
CN210625933U (en) Jack counter-force frame for standard load measurement

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant