CN105318824A - A method for measuring loose circles of surrounding rocks based on distributed resistance strain gauges - Google Patents
A method for measuring loose circles of surrounding rocks based on distributed resistance strain gauges Download PDFInfo
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- 239000011435 rock Substances 0.000 title claims abstract description 102
- 238000000034 method Methods 0.000 title claims abstract description 40
- 238000012360 testing method Methods 0.000 claims abstract description 72
- 238000005259 measurement Methods 0.000 claims abstract description 9
- 238000012545 processing Methods 0.000 claims abstract description 7
- 238000007789 sealing Methods 0.000 claims abstract description 5
- 239000011888 foil Substances 0.000 claims description 16
- 238000010276 construction Methods 0.000 claims description 13
- 238000004458 analytical method Methods 0.000 claims description 4
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 239000003245 coal Substances 0.000 abstract description 2
- 230000008878 coupling Effects 0.000 abstract description 2
- 238000010168 coupling process Methods 0.000 abstract description 2
- 238000005859 coupling reaction Methods 0.000 abstract description 2
- 230000035945 sensitivity Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 238000005457 optimization Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
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- 238000001514 detection method Methods 0.000 description 2
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- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000000523 sample Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000005526 G1 to G0 transition Effects 0.000 description 1
- 238000003556 assay Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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- 238000007569 slipcasting Methods 0.000 description 1
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Abstract
本发明涉及一种基于分布式电阻应变片测量围岩松动圈的方法,制作加工测试元件，对PVC管体表面上的电阻应变片进行编号；施工钻孔，把测试元件放置于钻孔中，注浆、封孔，使得测试元件与围岩能够有效耦合。利用应变仪依次测出各个电阻应变片所反映出的围岩应变值，绘制出不同围岩位置与应变值的关系曲线，分析得出应变峰值位置至钻孔处之间的围岩处于松动圈范围内。与现有技术相比,本发明的一种基于分布式电阻应变片测量围岩松动圈的方法，通过电阻应变片测量不同位置处煤岩体的应变来分析松动圈的分布范围，操作方便、快速经济、灵敏度高、测量结果易于数据处理，易于现场的实施。
The invention relates to a method for measuring the loose circle of surrounding rock based on distributed resistance strain gauges, making and processing test elements, and numbering the resistance strain gauges on the surface of a PVC pipe body; constructing a hole, placing the test element in the hole, Grouting and hole sealing enable effective coupling between test components and surrounding rock. Use the strain gauge to measure the strain value of the surrounding rock reflected by each resistance strain gauge in sequence, draw the relationship curve between different surrounding rock positions and strain values, and analyze and find that the surrounding rock between the strain peak position and the drill hole is in the loose zone within range. Compared with the prior art, a method of the present invention for measuring loose circles of surrounding rock based on distributed resistance strain gauges can analyze the distribution range of loose circles by measuring the strains of coal and rock masses at different positions with resistance strain gauges, which is easy to operate, Fast and economical, high sensitivity, easy data processing of measurement results, and easy on-site implementation.
Description
Technical field
The invention belongs to ore deposit pressure technical field of measurement and test, relate to a kind of method measuring wall rock loosening ring based on distributed resistance foil gauge.
Background technology
Destroy initial stress equilibrium state after roadway excavation, cause stress to redistribute, along with the appearance of stress concentration phenomenon.After concentrated stress is greater than the intensity of country rock, the rock failure mechanism of rock of country rock generation different levels is also progressively expanded to depth by periphery, forms the relaxation zone that a damage fragmented rock body is formed.The physical state of relaxation zone shows as the break increase of seam and the reduction of rock mass stress level, its size reflects the coefficient result of the factor such as surrouding rock stress, rock strength, it is the important parameter analyzed adjoining rock stability, determine support pattern, for reasonably determining that supporting parameter and construction technology have great importance, can as the important evidence of the engineering decision such as design of its support, disaster prevention.
Relaxation zone test is exactly new destruction crack and distribution range thereof after lane is opened in test, having newly break seam and the interface location that stitches of not breaking to be exactly the border of relaxation zone in country rock.Conventional at present have geology thunder method probe method, seismic wave method, osmosis, sonic method, multipoint displacement meter to measure the borehole camera method of method and advanced person to the assay method of wall rock loosening ring.
Geologic radar detection method is a kind of novel non-damaged Detection Techniques, and can adapt to other country rock of different intensity scale, precision, efficiency, resolution are high, but use the expensive of this method, and the method for test is complicated, and the factor of environmental interference is many; The test philosophy of seismic wave method is the then matched curve directly utilizing total ripple, carries out rock stratum velocity contrast and judgement, and the scope of test is large, and data are reliable, but the instrument used is more expensive, the installation difficulty of Probe arrangement and instrument; The principle of osmosis test is simple, and when utilizing rock mass to have a more crack growth and development, permeability becomes large, but the rock stratum to soft rock and water-swellable, difficulty of test is large, and workload is large; Need water filling to be coupled during sonic method test, poor anti jamming capability, when country rock is damaged, when the velocity of wave difference of broken rock velocity of wave and water is little, can not significantly judge relaxation zone scope; Multipoint displacement meter measurement ratio juris is the emergence and development due to relaxation zone implosion seam, the deflection that bulking deformation does not loosen country rock compared with the degree of depth wants large, the advantage of this method is that test data is reliable, simple to operate, but the workload of observation is large, and the precision of test is lower, and monitoring time is long, for the country rock that deflection is little, be difficult to observation; Borehole camera method is applicable to the good rock mass of lithology, containing much information of gained, and test result precision is high, but expensive equipment, execute-in-place is complicated.
In Specific construction process at the scene, said method is measured wall rock loosening ring and mostly be there is complicated operation, the problem that testing expense is high, workload is large.For overcoming appeal problem, invent a kind of completely newly, stability high, fast, economical, distributed resistance foil gauge easy and simple to handle measure the design of its support of relaxation zone method to country rock of country rock, parameter is determined, construction technology etc. has great importance.
Summary of the invention
The object of this invention is to provide a kind of method measuring wall rock loosening ring based on distributed resistance foil gauge, also be a kind of contact method of testing, the distribution range of relaxation zone is analyzed by the strain of strain gage testing diverse location place coal and rock, the method is easy to operate, fast, economical, highly sensitive, measurement result are easy to data processing, is easy to on-the-spot enforcement.
In order to solve the problems of the technologies described above, the present invention adopts following technical scheme:
Measure a method for wall rock loosening ring based on distributed resistance foil gauge, comprise the following steps:
Step 1, rule of thumb formula estimate the scope of test position relaxation zone, again according to the scope estimating the relaxation zone that result provides, select suitable long pvc pipe, make processing testing element, the tube surfaces that resistance strain gage spacing pastes pvc pipe is fixed, stickup direction is consistent, and is numbered each resistance strain gage;
The strain value of step 2, test country rock position:
(21) selected test roadway surrounding rock position and direction,
(22) construction drill, the degree of depth of boring and the length of testing element adapt,
(23) testing element is placed in boring, being directed upwardly of resistance strain gage, injection hole sealing, testing element is coupled with country rock;
(24) debugging strainmeter, being electrically connected by the resistance strain gage being numbered 1 by connecting wire with strainmeter, measurement is numbered the strain value ε of the country rock position corresponding to resistance strain gage of 1
1;
(25) will be numbered 2,3 ..., n resistance strain gage, according to the method for testing of step (24), record and be numbered 2,3 ..., n the strain value ε of country rock position corresponding to resistance strain gage
2..., ε
n-1, ε
n, record stores strain value data;
Step 3, judge the scope of country rock position relaxation zone: according to the test result of step 3, draw out the relation curve of country rock position and strain value ε, by distribution characteristics and the variance analysis of the strain value at the inner diverse location place of country rock, judge the scope of country rock position relaxation zone.
As the further optimization of such scheme, the tube surfaces that described resistance strain gage pastes pvc pipe according to the distance that spacing is 3 ~ 5cm is fixed.
As the further optimization of such scheme, in step 3, judge that the standard of the scope of country rock position relaxation zone is: the country rock between strain value peak to drill hole is within the scope of relaxation zone.
As the further optimization of such scheme, described testing element comprises pvc pipe (1), this pvc pipe (1) is provided with some resistance strain gages (2) along pipe shaft length direction spacing, described resistance strain gage (2) is pasted and fixed on pvc pipe (1), described pvc pipe (1) is provided with some circular holes along pipe shaft length direction spacing, each resistance strain gage (2) limit is equipped with a circular hole (3), each resistance strain gage (2) is electrically connected with one end of a wire (4), described wire (4) is through corresponding circular hole (3), be drawn out to the outside of pvc pipe (1).
Compared with the prior art, a kind of beneficial effect measuring the method for wall rock loosening ring based on distributed resistance foil gauge of the present invention is embodied in:
1, a kind of method measuring wall rock loosening ring based on distributed resistance foil gauge of the present invention, resistor straining testing technique is adopted to measure wall rock loosening ring scope, it is a kind of method of test relaxation zone newly, by measuring the strain value of different surrounding rock degree of depth country rock, obtain tunnel-surrounding country rock Strain Distribution feature, real reflection roadway surrounding rock waits the Changing Pattern of mining influence strain by excavation, opening relationships curve, the scope of relaxation zone can be judged fast, highly sensitive, precision is high, measurement result is easy to data processing.
2, compared with existing Measure Technology for Loose Circle of Crush, a kind of method measuring wall rock loosening ring based on distributed resistance foil gauge of the present invention, testing cost is cheap and greatly reduce workload, the result precision measured is high, be easy to the advantages such as construction at the scene, can be widely used in the test of the wall rock loosening ring such as tunnel, underground works.
Accompanying drawing explanation
Fig. 1 is a kind of schematic flow sheet measuring the method for wall rock loosening ring based on distributed resistance foil gauge of the present invention.
Fig. 2 is the vertical view of testing element of the present invention.
Fig. 3 is the schematic diagram of application testing element test wall rock loosening ring construction.
Fig. 4 is the country rock degree of depth of the preferred embodiment of the present invention and the changing trend diagram of strain value.
Implication is marked as follows: pvc pipe 1, resistance strain gage 2, circular hole 3, wire 4, tunnel 5, boring 6, testing element 7, strainmeter 8 in figure.
Embodiment
Elaborate to embodiments of the invention below, the present embodiment is implemented under premised on technical solution of the present invention, give detailed embodiment and concrete operating process, but protection scope of the present invention is not limited to following embodiment.
A kind of monitoring index measuring the method for wall rock loosening ring based on distributed resistance foil gauge of the present invention is the strain value at country rock diverse location place, the resistance strain gage going out to be pasted onto diverse location place on pvc pipe body by strain-ga(u)ge measurement, by the strain variation after the mining influences such as excavation, determines the scope of relaxation zone.
A large amount of test observations and theoretical analysis show, relaxation zone is in rupture zone, and macro manifestations microfissure increases, and distortion increases, deformation modulus reduces.Be in the strain gage testing country rock strain value out within the scope of relaxation zone, large relative to plastic zone, elastic region and initial stress area, according to the feature of this sudden change of strain, the scope of relaxation zone can be judged.Judge that the standard of the scope of country rock position relaxation zone is: the country rock between strain value peak to drill hole is within the scope of relaxation zone.
Measure a method for wall rock loosening ring based on distributed resistance foil gauge, be a kind of schematic flow sheet measuring the method for wall rock loosening ring based on distributed resistance foil gauge of the present invention see Fig. 1, Fig. 1, comprise the following steps:
Step 101, rule of thumb formula estimate the scope of test position relaxation zone, then according to estimating the scope of the relaxation zone that result provides, selecting suitable long pvc pipe to make and processing testing element:
The tube surfaces that resistance strain gage spacing pastes pvc pipe is fixed, pastes direction and be consistent, and each resistance strain gage is numbered;
See Fig. 2, testing element comprises pvc pipe 1, and this pvc pipe 1 is provided with some resistance strain gages 2 along pipe shaft length direction spacing, and this resistance strain gage 2 is pasted and fixed on pvc pipe 1.This pvc pipe 1 is provided with some circular holes along pipe shaft length direction spacing, and each resistance strain gage 2 limit is equipped with a circular hole 3, and one end of each resistance strain gage 2 and a wire 4 is electrically connected, and this wire 4, through corresponding circular hole 3, is drawn out to the outside of pvc pipe 1.
In this preferred embodiment, on the pvc pipe that the scope of relaxation zone provided with estimation result adapts, spacing is provided with n resistance strain gage 2, and resistance strain gage 2 is arranged on pvc pipe body according to the spacing of L1=L/n=3 ~ 5cm, and the stickup orientation of resistance strain gage 2 is consistent, resistance strain gage 2 is numbered successively, number consecutively be 1#, 2# ..., i#≤n).
Step 102, testing element is utilized to test the strain value of different surrounding rock position:
(21) selected test roadway surrounding rock position and direction;
(22) construction drill, the degree of depth of boring and the length of testing element adapt;
Use air drill or hydrodrill to roadway surrounding rock interior construction boring, the diameter of boring is 42-45mm, and the degree of depth of boring and the length of testing element adapt, and after drilling construction, exit drilling rod.See the schematic diagram that Fig. 3, Fig. 3 are the constructions of application testing element test wall rock loosening ring.Selected tunnel 5, construction drill, makes the length of the degree of depth of boring 6 and testing element 7 adapt.
(23) testing element 7 is placed in boring 6, being directed upwardly of resistance strain gage 2, injection hole sealing, testing element is coupled with country rock;
By the testing element 7 processed, the pvc pipe namely with resistance strain gage is positioned in boring, and being directed upwardly of resistance strain gage carries out slip casting to boring, the real boring of envelope.After sealing of hole completes, stablize 5 ~ 10d, after making testing element and country rock carry out efficient coupling, start to test.See the schematic diagram that Fig. 3, Fig. 3 are the constructions of application testing element test wall rock loosening ring.In stationary phase, protect and draw the wire 4 of testing element 7 outside, preventing from making moist etc. causes wire 4 to damage.
(24) debug strainmeter, be electrically connected by the resistance strain gage being numbered 1# by wire and strainmeter 8, measurement is numbered the strain value ε of the country rock position corresponding to resistance strain gage of 1
1, as the foundation judging relaxation zone scope, store and record;
(25) will be numbered 2,3 ..., n resistance strain gage, according to the method for testing of step (24), record and be numbered 2,3 ..., n the strain value ε of country rock position corresponding to resistance strain gage
2..., ε
n-1, ε
n, record stores strain value data, as the foundation judging relaxation zone scope;
Test the strain value ε that 1# resistance strain gage is corresponding
1after, repeat step and test n-1 remaining resistance strain gage, the strain value tested out respectively is ε
2..., ε
n-1, ε
n, as the strain value ε of the corresponding country rock position of the n-th resistance strain gage
nafter record stores, whole test job terminates.
Step 103, distribution characteristics according to the strain value of different surrounding rock position, judge the scope of country rock position relaxation zone.
According to the test result of step 3, draw out the relation curve of country rock position and strain value ε, by distribution characteristics and the variance analysis of the strain value at the inner diverse location place of country rock, judge the scope of country rock position relaxation zone: the country rock between strain peak to drilling orifice place is within the scope of relaxation zone.
The country rock degree of depth of the preferred embodiment of the present invention and the changing trend diagram of strain value see Fig. 4, Fig. 4.Horizontal ordinate is the distance in resistance strain gage distance aperture in the degree of depth of country rock and testing element, and ordinate is the strain value of country rock.Country rock between strain peak to drill hole is within the scope of relaxation zone.
To those skilled in the art, obviously the invention is not restricted to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present invention or essential characteristic, the present invention can be realized in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present invention is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the present invention.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this instructions is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of instructions is only for clarity sake, those skilled in the art should by instructions integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (4)
1. measure a method for wall rock loosening ring based on distributed resistance foil gauge, it is characterized in that, comprise the following steps:
Step 1, rule of thumb formula estimate the scope of test position relaxation zone, again according to the scope estimating the relaxation zone that result provides, select suitable long pvc pipe, make processing testing element, the tube surfaces that resistance strain gage spacing pastes pvc pipe is fixed, stickup direction is consistent, and is numbered each resistance strain gage;
The strain value of step 2, test country rock position:
(21) selected test roadway surrounding rock position and direction,
(22) construction drill, the degree of depth of boring and the length of testing element adapt,
(23) testing element is placed in boring, being directed upwardly of resistance strain gage, injection hole sealing, testing element is coupled with country rock;
(24) debug strainmeter, be electrically connected by the resistance strain gage being numbered 1 by wire and strainmeter, measurement is numbered the strain value ε of the country rock position corresponding to resistance strain gage of 1
1;
(25) will be numbered 2,3 ..., n resistance strain gage, according to the method for testing of step (24), record and be numbered 2,3 ..., n the strain value ε of country rock position corresponding to resistance strain gage
2..., ε
n-1, ε
n, record stores strain value data;
Step 3, judge the scope of country rock position relaxation zone: according to the test result of step 3, draw out the relation curve of country rock position and strain value ε, by distribution characteristics and the variance analysis of the strain value at the inner diverse location place of country rock, judge the scope of country rock position relaxation zone.
2. a kind of method measuring wall rock loosening ring based on distributed resistance foil gauge according to claim 1, is characterized in that: the tube surfaces that described resistance strain gage pastes pvc pipe according to the distance that spacing is 3 ~ 5cm is fixed.
3. a kind of method measuring wall rock loosening ring based on distributed resistance foil gauge according to claim 1, it is characterized in that: in step 3, judge that the standard of the scope of country rock position relaxation zone is: the country rock between strain value peak to drill hole is within the scope of relaxation zone.
4. a kind of method measuring wall rock loosening ring based on distributed resistance foil gauge according to claim 1, it is characterized in that: described testing element comprises pvc pipe (1), this pvc pipe (1) is provided with some resistance strain gages (2) along pipe shaft length direction spacing, described resistance strain gage (2) is pasted and fixed on pvc pipe (1), described pvc pipe (1) is provided with some circular holes along pipe shaft length direction spacing, each resistance strain gage (2) limit is equipped with a circular hole (3), each resistance strain gage (2) is electrically connected with one end of a wire (4), described wire (4) is through corresponding circular hole (3), be drawn out to the outside of pvc pipe (1).
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| CN106091998A (en) * | 2016-05-20 | 2016-11-09 | 新乡学院 | A kind of real-time monitoring device for xoncrete structure of technical field of civil engineering |
| CN106225662A (en) * | 2016-07-14 | 2016-12-14 | 安徽理工大学 | Network type shaft wall protective layer deformational stress monitoring system |
| CN107024183A (en) * | 2017-06-01 | 2017-08-08 | 安徽理工大学 | Exploring Loose Rock Country in Tunnels range test method and system |
| CN107091623A (en) * | 2017-03-20 | 2017-08-25 | 西安工业大学 | Tunnel surrounding relaxation zone THICKNESS CALCULATION method |
| CN107703055A (en) * | 2017-09-18 | 2018-02-16 | 中国电建集团华东勘测设计研究院有限公司 | Country rock relaxation monitoring device and its relaxation depth method of discrimination |
| CN108981814A (en) * | 2018-07-23 | 2018-12-11 | 山西大同大学 | It is a kind of for monitoring the device and method of roadway surrounding rock real-time parameter |
| CN109298158A (en) * | 2018-08-13 | 2019-02-01 | 宿州学院 | Dynamic and static loading variable scale similar material test and multi-field dynamic monitoring and analysis system |
| CN109357935A (en) * | 2018-10-10 | 2019-02-19 | 中铁十二局集团有限公司 | Broken soft rock tunnel relaxation zone test method based on glass anchor pole microstrain analysis |
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| CN108981814B (en) * | 2018-07-23 | 2023-09-29 | 山西大同大学 | Device and method for monitoring real-time parameters of roadway surrounding rock |
| CN109298158A (en) * | 2018-08-13 | 2019-02-01 | 宿州学院 | Dynamic and static loading variable scale similar material test and multi-field dynamic monitoring and analysis system |
| CN109357935A (en) * | 2018-10-10 | 2019-02-19 | 中铁十二局集团有限公司 | Broken soft rock tunnel relaxation zone test method based on glass anchor pole microstrain analysis |
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| CN105318824B (en) | 2018-07-10 |
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