CN106968696A - A kind of anchor pole packing ring changed colour at various pressures and its application method - Google Patents

A kind of anchor pole packing ring changed colour at various pressures and its application method Download PDF

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Publication number
CN106968696A
CN106968696A CN201710263771.3A CN201710263771A CN106968696A CN 106968696 A CN106968696 A CN 106968696A CN 201710263771 A CN201710263771 A CN 201710263771A CN 106968696 A CN106968696 A CN 106968696A
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CN
China
Prior art keywords
anchor pole
packing ring
negative electrode
anchor
spring
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Granted
Application number
CN201710263771.3A
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Chinese (zh)
Other versions
CN106968696B (en
Inventor
郭罡业
郭玉
王延庆
赵启峰
王洋
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China University of Mining and Technology CUMT
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China University of Mining and Technology CUMT
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Priority to CN201710263771.3A priority Critical patent/CN106968696B/en
Publication of CN106968696A publication Critical patent/CN106968696A/en
Application granted granted Critical
Publication of CN106968696B publication Critical patent/CN106968696B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/02Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection having means for indicating tension
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0033Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts having a jacket or outer tube

Abstract

The present invention relates to a kind of anchor pole packing ring changed colour at various pressures and its application method, its inner box and outer box have drawn from the transparent material of high intensity, safe and reliable;And different color is shown with being in anchor pole under different pressures state, Soil Anchor Design prestressing force, yield stress, three kinds of levels of limit stress are corresponded to respectively, to distinguish that rockbolt stress state provides strong technical support;The packing ring surrouding rock deformation certain due to that can also be realized by spring is deformed and overcoming conventional anchor dynamometer can not allow country rock to produce the defect that controllable deforming discharges certain stress;Cheap, design cost is the half of anchor pole.

Description

A kind of anchor pole packing ring changed colour at various pressures and its application method
Technical field
The present invention relates to mine working engineering apparatus field, more particularly to a kind of anchor pole packing ring changed colour at various pressures And its application method.
Background technology
Anchor pole is the body of rod that a kind of tensile strength is better than rock-soil layer, and its one end inside rock-soil layer with being mutually bonded to form friction Resistance, the other end is exposed to be applied pulling force to the body of rod by mounting gasket, pallet and nut outside and passes the pulling force at anchor pole head To the region of anchoring body, its function is to apply prestressing force to anchor pole.
Anchor cable is to be fixed on tunnel surface by outer end, and the other end is fixed in the deep rock mass of roadway surrounding rock through sliding The prestress wire in face.Backing plate is one piece of metallic plate being close to tunnel surface, has circular hole to pass through for anchor cable above.Backing plate with Packing ring is installed between lockset.
Anchor pole is with anchor cable as the important apparatus of reinforced roadway country rock, and its stress is for weighing its working stability situation Have great importance, therefore numerous anchor poles(Rope)Dynamometer is developed.
At present, using more universal anchor ergometer by handlance, jack, sensor and common group of digital displaying meter Into although this method can accurately measure pulling force suffered by anchor pole, it has three substantially deficiencies:One is that its installation procedure is answered Miscellaneous, the installation of the anchor ergometer needs special messenger and is responsible for and is operated according to strict program, the more manpower of consuming and when Between;Two be that it produces certain influence to suspension roof support not as a part for suspension roof support itself part, is especially limited The linear deformation of anchor pole and then limit country rock and produce appropriate deformation, because country rock can not produce appropriate deformation and can not possibly be effective The certain stress of release, this surrouding rock stress persistently increases to constitute a serious threat to surrounding rock stability;3rd involves great expense, each Individual anchor ergometer is ten times of a common bolt or so, and the decades of times of the supporting even more anchor pole of installing instruments, so high Can not possibly all supporting installation of whole anchor pole in its engineer applied of high price decision.Which limits to all anchors in engineer applied Effective monitoring of bar and then effective monitoring of restricted area surrouding rock stress change.
The content of the invention
To solve the above-mentioned technical problem that prior art is present, the invention provides one kind country rock can be allowed to produce appropriate become Shape and can be different according to rockbolt stress, the anchor pole packing ring and its application method changed colour at various pressures is equally applicable to anchor cable.
The present invention solve above-mentioned technical problem technical scheme be:A kind of anchor pole packing ring changed colour at various pressures, bag Washer body is included, and shows the indicator lamp of rockbolt stress state;The washer body is made up of inner box and outer box, the outer box Center be provided with axial body, box bottom is arranged with a pair of firm springs;Battery and multiple differences are provided with the outer box A kind of indicator lamp of color, indicator lamp of color represents one-level by force intensity, and battery is powered for indicator lamp, the circuit of each indicator lamp On be respectively connected with electrode film and negative electrode plate, positive, negative electrode plate, in released state is flush-mounted in outer box inwall;It is same to refer to Show the positive, negative electrode plate of lamp, positioned at same level;The electrode slice along outer box method order set, adjacent two-stage electrode slice it Between leave gap;The center of the inner box is provided with axial body, and cassette bottom face sets spring base, and the outer wall of inner box is provided with a circle metal Guide card;When inner box and outer box are installed, the axial body of inner box and outer box, grafting form anchor pole passage, and firm spring correspondence is pacified Loaded in spring base, metallic laminas and positive, negative electrode plate, in contactless state;When packing ring stress, firm spring-compressed is interior Box and outer box are moved towards, with the increase of pressure, metallic laminas successively with positive, negative electrode plates at different levels, be connected, representative is accordingly pressed The indicator lamp of power lights.
It is described per one-level positive, negative electrode plate, distance of stretch out and draw back of the width correspondence per first class pressure intensity lower spring, adjacent two Less gap is left between level electrode slice, the width of the metallic laminas is slightly larger than the width in gap.
The rockbolt stress intensity is divided into Soil Anchor Design pretightning force, three ranks of yield strength and ultimate strength, described firm The stroke of strong spring is with Soil Anchor Design pretightning force, yield strength and ultimate strength by checking:Under original state, anchor pole not by Power, spring is in normal condition, metallic laminas and positive, negative electrode plate, in contactless state;When rockbolt stress is anchor pole pretension During power design strength, the distance of stretch out and draw back of spring be metallic laminas to first order positive, negative electrode plate, distance;When rockbolt stress is During anchor pole yield strength, the distance of stretch out and draw back of spring be first order positive, negative electrode plate, to second level positive, negative electrode plate, distance; When rockbolt stress is anchor rod ultimate intensity, the distance of stretch out and draw back of spring is second level positive, negative electrode plate, to the positive and negative electricity of the third level Pole piece, distance.
The indicator lamp is LED, is arranged to green, yellow, red three kinds of colors, and green LED lamp is bright to represent that rockbolt stress is to set Pretightning force level is counted, yellow LED lamp represents that rockbolt stress is its yield strength level, and red LED lamp is bright to represent that rockbolt stress is Its ultimate strength level.
The battery case for being used for installing battery is provided with the outer box, and for fixing the spring base of firm spring.
The circuit lead of the indicator lamp be copper conductor, positive, negative electrode plate, be copper material.
The inner box and outer box are made using high-strength transparence material.
A kind of anchor pole packing ring and its installation and application changed colour at various pressures, its step is:
1)Spudded in using the rock drill, drilling rod and drill bit that are mutually equipped with anchor pole inside country rock drilling;
2)Drilling is cleaned up, Anchor Agent powder stick drilling bottom is put into, then anchor cable is put into drilling;
3)The anchor pole packing ring and nut loaded onto pallet successively in anchor pole convex exposure end, changed colour at various pressures;After installing, tighten Nut and the pretightning force for being applied to setting, the pretightning force applied are lighted to the indicator lamp for representing its state just, i.e., packing ring can Intuitively it is shown to up to design pretightning force size.
The beneficial effects of the invention are as follows:The anchor pole of changeable colour under different pressures(Rope)The inner box of packing ring and outer box have drawn from height The transparent material of intensity, it is safe and reliable;And show different color with being in anchor pole under different pressures state(Green, yellow, It is red)Soil Anchor Design prestressing force, yield stress, three kinds of levels of limit stress are corresponded to respectively, to distinguish that rockbolt stress state is provided Powerful technique is supported;The packing ring surrouding rock deformation certain due to that can also be realized by spring deforms and overcomes conventional anchor survey Power meter can not allow country rock to produce the defect that controllable deforming discharges certain stress;Cheap, design cost is the half of anchor pole.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Structural representations of the Fig. 2 for the present invention when anchor pole is by Soil Anchor Design pretightning force.
Structural representations of the Fig. 3 for the present invention when anchor pole is by yield strength power.
Structural representations of the Fig. 4 for the present invention when anchor pole is by ultimate strength.
Fig. 5 is the present invention and the scheme of installation of anchor rod-matched.
In figure, 1. inner boxs, 1-1. axial directions body, 1-2. spring bases, 1-3. metallic laminas, 2. outer box, 2-1. tube axials Body, 2-2. spring bases, 2-3. battery cases, the firm springs of 2-4., 2-5. electrode films, 2-51 first order electrode films, 2-52. Second level electrode film, 2-53. third level electrode films, 2-6. negative electrode plates, 2-61. first order negative electrode plates, 2-62. Two grades of negative electrode plates, 2-63. third level negative electrode plates, 2-7. wires, 3. batteries, 4. indicator lamps, 4-1. green LED lamps, 4-2. Yellow LED lamp, 4-3. red LED lamps, 5. anchor poles, 6. nuts, 7. pallets, 8. packing rings.
Embodiment
As shown in figure 1, a kind of anchor pole packing ring changed colour at various pressures, it is characterised in that:Including washer body, and Show the indicator lamp 4 of rockbolt stress state;The washer body is made up of inner box 1 and outer box 2, and the center of the outer box 2 is provided with Axial body 2-1, box bottom is arranged with a pair of firm spring 2-4;Battery 3 and multiple different face are provided with the outer box 2 A kind of indicator lamp 4 of color, indicator lamp of color represents one-level by force intensity, and battery 3 is that indicator lamp 4 is powered, the electricity of each indicator lamp 4 Electrode film 2-5 and negative electrode plate 2-6 are respectively connected with road, positive, negative electrode plate 2-5,2-6 are in released state, be flush-mounted in outer The inwall of box 2;Positive, negative electrode plate 2-5,2-6 of same indicator lamp 4 are located at same level;The electrode slice is suitable along the method for outer box 2 Sequence is set, and gap is left between adjacent two-stage electrode slice;The center of the inner box 1 is provided with axial body 1-1, and cassette bottom face sets bullet Spring abutment 1-2, the outer wall of inner box 1 is provided with a circle metallic laminas 1-3;When inner box 1 and outer box 2 are installed, the axle of inner box 1 and outer box 2 Form anchor pole passage to body 1-1,2-1 grafting, firm spring 2-4 correspondence is installed in spring base 1-2, metallic laminas 1-3 and Positive, negative electrode plate 2-5,2-6 are in contactless state;When packing ring stress, firm spring 2-4 compressions, inner box 1 and outer box 2 are opposite Mobile, with the increase of pressure, metallic laminas 1-3 is connected with positive, negative electrode plate 2-5,2-6 at different levels successively, makes to represent relevant pressure Indicator lamp 4 light.
As Figure 1-4, the rockbolt stress intensity is divided into Soil Anchor Design pretightning force, yield strength and ultimate strength three Rank.The stroke of the firm spring 2-4 is with Soil Anchor Design pretightning force, yield strength and ultimate strength by checking:Initially Under state, anchor pole 5 does not stress, and spring is in normal condition, and metallic laminas 1-3 and positive, negative electrode plate 2-5,2-6 are in noncontact State;When the stress of anchor pole 5 is bolt pretension design strength, the distance of stretch out and draw back of spring be metallic laminas 1-3 to the first order just, Negative electrode plate 2-51,2-61 distance;When the stress of anchor pole 5 is anchor pole yield strength, the distance of stretch out and draw back of spring be the first order just, Negative electrode plate 2-51,2-61 to second level positive, negative electrode plate 2-52,2-62 distance;When rockbolt stress is anchor rod ultimate intensity When, the distance of stretch out and draw back of spring be the second level positive, negative electrode plate 2-52,2-62 to the third level positive, negative electrode plate 2-53,2-63 away from From.
The distance of stretch out and draw back of the width correspondence per first class pressure intensity lower spring per one-level positive, negative electrode plate 2-5,2-6, Less gap is left between adjacent two-stage electrode slice, the width of the metallic laminas 1-3 is slightly larger than the width in gap.
The indicator lamp 4 is LED, is arranged to green, yellow, red three kinds of colors, the bright expression rockbolt stress of green LED lamp 4-1 It is design pretightning force level, yellow LED lamp 4-2 represents that rockbolt stress is its yield strength level, and red LED lamp 4-3 is bright to be represented Rockbolt stress is its ultimate strength level.
The battery case 2-3 for being used for installing battery 3 is provided with the outer box 2, and for fixing firm spring 2-4 spring Seat 2-2.
The circuit lead of the indicator lamp 4 is copper conductor, and positive, negative electrode plate 2-5,2-6 are copper material.
The inner box 1 and outer box 2 are made using high-strength transparence material.
Embodiment, as shown in figure 5, a kind of anchor pole packing ring and its installation and application changed colour at various pressures, it is walked Suddenly it is:
1)Spudded in using the rock drill, drilling rod and drill bit that are mutually equipped with anchor pole 5 inside country rock 32mm or 28mm drilling;
2)Drilling is cleaned up, Anchor Agent powder stick drilling bottom is put into, then anchor cable is put into drilling;
3)The anchor pole packing ring 8 and nut 6 loaded onto pallet 7 successively in the convex exposure end of anchor pole 5, changed colour at various pressures;After installing, Tighten nut 6 and be applied to the pretightning force of setting, the pretightning force applied is lighted to the indicator lamp 4 for representing its state just, i.e., Packing ring 8 can be intuitively shown to up to design pretightning force size.
In above-mentioned steps, the packing ring 8 is careless about positive and negative installation.

Claims (8)

1. a kind of anchor pole packing ring changed colour at various pressures, it is characterised in that including washer body, and show rockbolt stress The indicator lamp of state;The washer body is made up of inner box and outer box, and the center of the outer box is provided with axial body, box bottom It is arranged with a pair of firm springs;Indicator lamp provided with battery and multiple different colours, a kind of instruction of color in the outer box Lamp represents one-level by force intensity, and battery is powered for indicator lamp, and electrode film and negative electrode are respectively connected with the circuit of each indicator lamp Piece, positive, negative electrode plate, in released state is flush-mounted in outer box inwall;The positive, negative electrode plate of same indicator lamp, positioned at same Horizontal plane;The electrode slice is set along outer box method order, and gap is left between adjacent two-stage electrode slice;The center of the inner box is set There is axial body, cassette bottom face sets spring base, and the outer wall of inner box is provided with a circle metallic laminas;It is interior when inner box and outer box are installed Box and the axial body of outer box, grafting form anchor pole passage, and firm spring correspondence is installed in spring base, metallic laminas and just, Negative electrode plate, in contactless state;When packing ring stress, firm spring-compressed, inner box and outer box are moved towards, with the increasing of pressure Greatly, metallic laminas successively with positive, negative electrode plates at different levels, be connected, the indicator lamp for making to represent relevant pressure lights.
2. a kind of anchor pole packing ring changed colour at various pressures according to claim 1, it is characterised in that described per one-level Positive, negative electrode plate, distance of stretch out and draw back of the width correspondence per first class pressure intensity lower spring, leave between adjacent two-stage electrode slice compared with Small gap, the width of the metallic laminas is slightly larger than the width in gap.
3. a kind of anchor pole packing ring changed colour at various pressures according to claim 1, it is characterised in that the anchor pole by Force intensity is divided into Soil Anchor Design pretightning force, three ranks of yield strength and ultimate strength, the stroke and anchor of the firm spring Bar design pretightning force, yield strength and ultimate strength are by checking:Under original state, anchor pole does not stress, and spring is in normal shape State, metallic laminas and positive, negative electrode plate, in contactless state;When rockbolt stress is bolt pretension design strength, spring Distance of stretch out and draw back be metallic laminas to first order positive, negative electrode plate, distance;When rockbolt stress is anchor pole yield strength, bullet The distance of stretch out and draw back of spring be first order positive, negative electrode plate, to second level positive, negative electrode plate, distance;When rockbolt stress is anchor pole pole When limiting intensity, the distance of stretch out and draw back of spring be second level positive, negative electrode plate, to third level positive, negative electrode plate, distance.
4. a kind of anchor pole packing ring changed colour at various pressures according to claim 3, it is characterised in that the indicator lamp For LED, it is arranged to green, yellow, red three kinds of colors, green LED lamp is bright to represent that rockbolt stress is design pretightning force level, yellow LED represents that rockbolt stress is its yield strength level, and red LED lamp is bright to represent that rockbolt stress is its ultimate strength level.
5. a kind of anchor pole packing ring changed colour at various pressures according to claim 3, it is characterised in that in the outer box Provided with the battery case for installing battery, and for fixing the spring base of firm spring.
6. a kind of anchor pole packing ring changed colour at various pressures according to claim 3, it is characterised in that the indicator lamp Circuit lead be copper conductor, positive, negative electrode plate, be copper material.
7. a kind of anchor pole packing ring changed colour at various pressures according to claim 3, it is characterised in that the inner box and Outer box are made using high-strength transparence material.
8. utilize a kind of making for anchor pole packing ring changed colour at various pressures described in claim 1-7 any one claims With method, it is characterised in that concretely comprise the following steps:
1)Spudded in using the rock drill, drilling rod and drill bit that are mutually equipped with anchor pole inside country rock drilling;
2)Drilling is cleaned up, Anchor Agent powder stick drilling bottom is put into, then anchor cable is put into drilling;
3)The anchor pole packing ring and nut loaded onto pallet successively in anchor pole convex exposure end, changed colour at various pressures;After installing, tighten Nut and the pretightning force for being applied to setting, the pretightning force applied are lighted to the indicator lamp for representing its state just, i.e., packing ring can Intuitively it is shown to up to design pretightning force size.
CN201710263771.3A 2017-04-21 2017-04-21 A kind of anchor pole washer to change colour at various pressures and its application method Expired - Fee Related CN106968696B (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108386218A (en) * 2018-03-12 2018-08-10 中国矿业大学 A kind of roadway bolt pretightning force is accurately constructed and monitoring allows pressure device and application method
CN109838259A (en) * 2019-02-22 2019-06-04 北方工业大学 Photoelectric coupling sensing intelligent support anchor rod system
CN110953008A (en) * 2019-11-29 2020-04-03 中国矿业大学 Roadway surrounding rock deformation monitoring anchor rod, online monitoring device and monitoring method
CN111022096A (en) * 2019-12-10 2020-04-17 华北水利水电大学 Multistage stress and displacement control extensible anchor rod
CN114060075A (en) * 2021-11-16 2022-02-18 中国矿业大学 Force-induced color change-based anchor rod anchoring force monitoring and analyzing system and method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202788894U (en) * 2012-06-29 2013-03-13 山东大学 Prestressing force measuring anchor stock
CN103670473A (en) * 2013-11-28 2014-03-26 尤洛卡矿业安全工程股份有限公司 Anchor bolt fastening force status indication washer
CN204572032U (en) * 2015-01-22 2015-08-19 山东科技大学 A kind of buffering allows pressure pretightning force survey anchor rod pallet board
EP3000963A1 (en) * 2014-09-25 2016-03-30 Cayeli Bakir Isletmeleri A.S. Mine support assembly for anchoring in a bore hole in the form of an improved rock bolt
CN205677673U (en) * 2016-06-12 2016-11-09 张富玉 A kind of mine anchor rod roof fall prior-warning device
CN106523008A (en) * 2016-12-23 2017-03-22 山东科技大学 anchor rod stress measuring reading warning device and usage method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202788894U (en) * 2012-06-29 2013-03-13 山东大学 Prestressing force measuring anchor stock
CN103670473A (en) * 2013-11-28 2014-03-26 尤洛卡矿业安全工程股份有限公司 Anchor bolt fastening force status indication washer
EP3000963A1 (en) * 2014-09-25 2016-03-30 Cayeli Bakir Isletmeleri A.S. Mine support assembly for anchoring in a bore hole in the form of an improved rock bolt
CN204572032U (en) * 2015-01-22 2015-08-19 山东科技大学 A kind of buffering allows pressure pretightning force survey anchor rod pallet board
CN205677673U (en) * 2016-06-12 2016-11-09 张富玉 A kind of mine anchor rod roof fall prior-warning device
CN106523008A (en) * 2016-12-23 2017-03-22 山东科技大学 anchor rod stress measuring reading warning device and usage method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
神华集团: "《神华集团第三届矿长大会论文集 技术篇》", 31 January 2011, 煤炭工业出版社 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108386218A (en) * 2018-03-12 2018-08-10 中国矿业大学 A kind of roadway bolt pretightning force is accurately constructed and monitoring allows pressure device and application method
CN109838259A (en) * 2019-02-22 2019-06-04 北方工业大学 Photoelectric coupling sensing intelligent support anchor rod system
CN109838259B (en) * 2019-02-22 2021-04-02 北方工业大学 Photoelectric coupling sensing intelligent support anchor rod system
CN110953008A (en) * 2019-11-29 2020-04-03 中国矿业大学 Roadway surrounding rock deformation monitoring anchor rod, online monitoring device and monitoring method
CN111022096A (en) * 2019-12-10 2020-04-17 华北水利水电大学 Multistage stress and displacement control extensible anchor rod
CN114060075A (en) * 2021-11-16 2022-02-18 中国矿业大学 Force-induced color change-based anchor rod anchoring force monitoring and analyzing system and method

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