CN105116458A - Dilapidation top plate or demolition top plate monitoring system - Google Patents
Dilapidation top plate or demolition top plate monitoring system Download PDFInfo
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- CN105116458A CN105116458A CN201510587655.8A CN201510587655A CN105116458A CN 105116458 A CN105116458 A CN 105116458A CN 201510587655 A CN201510587655 A CN 201510587655A CN 105116458 A CN105116458 A CN 105116458A
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- top board
- avalanche
- boring
- monitoring system
- concentric cable
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Abstract
The invention discloses a dilapidation top plate or demolition top plate monitoring system. The dilapidation top plate or demolition top plate monitoring system comprises at least one drill hole arranged in a dilapidation region, and a time-domain reflector. The drill hole extends in the up-and-down direction. The upper end of the drill hole is opened. At least one coaxial cable is arranged in the drill hole. One part of the coaxial cable extends upwardly out of the drill hole. The time-domain reflector is configured to send an electric pulse signal to the coaxial cable and then receive the reflected electric pulse signal. The time-domain reflector is matched with the coaxial cable. According to the embodiments of the invention, the mining safety is improved by the above monitoring system.
Description
Technical field
The present invention relates to the monitoring system of avalanche top board or explosion top board.
Background technology
In Caving Method with Large Space (such as natural caving method or sublevel caving method) back production, ore body, before collapsing earth's surface, is equivalent to ore drawing under barnyard condition.If drawing rate is too fast, may make avalanche face and loose ore deposit pile between leave larger space, once the so avalanche on a large scale of ore deposit, top petrosal process, very likely will produce air-shock wave, loss difficult to the appraisal will be produced to personnel, equipment and tunnel in hole, also will produce serious influence to mining production.
Just once there is air-shock wave accident in the Northparks ore deposit of Australia, causes 4 people dead.The main cause that this accident occurs is exactly the position not having accurate measurements avalanche top board, and continues a large amount of ore removal in bottom, and cause the spacing of avalanche face and loose ore deposit heap excessive, large-scale top board is caving suddenly, causes air-shock wave accident.
Summary of the invention
The present invention is intended to solve one of technical matters in correlation technique at least to a certain extent.For this reason, the present invention proposes a kind of monitoring system that can improve the security of Caving Method with Large Space mining.
Monitoring system according to embodiment of the present invention avalanche top board or explosion top board comprises: at least one is located at the boring in avalanche region, described boring extends along the vertical direction, the open upper end of described boring, be provided with at least one concentric cable in wherein said boring, a part for described concentric cable protrudes upward described boring; With the time-domain reflectomer of the electric impulse signal for reflecting to described concentric cable transmitting electric impulse signal and reception, described time-domain reflectomer coordinates with described concentric cable.
By utilizing according to the avalanche top board of the embodiment of the present invention or the monitoring system of explosion top board, the security of Caving Method with Large Space mining can be improved.
In addition, the monitoring system of avalanche top board according to the above embodiment of the present invention or explosion top board can also have following additional technical characteristic:
According to one embodiment of present invention, the diameter of described boring is 70 millimeters-160 millimeters, and the spacing of adjacent two described borings is 10 meters-200 meters.
According to one embodiment of present invention, the diameter of described boring is 85 millimeters-105 millimeters, and the spacing of adjacent two described borings is 120 meters-180 meters.
According to one embodiment of present invention, the diameter of described boring is 95 millimeters, and the spacing of adjacent two described borings is 150 meters.
According to one embodiment of present invention, described boring is geotechnical boring.
According to one embodiment of present invention, 1-3 concentric cable is provided with in each described boring.
According to one embodiment of present invention, cementing agent is filled with in each described boring.
According to one embodiment of present invention, described cementing agent is sand-cement slurry.
According to one embodiment of present invention, described boring is multiple.
According to one embodiment of present invention, multiple described boring is evenly distributed in described avalanche region.
Accompanying drawing explanation
Fig. 1 is the structural representation of the monitoring system of avalanche top board or explosion top board.
Embodiment
Be described below in detail embodiments of the invention, the example of described embodiment is shown in the drawings.Be exemplary below by the embodiment be described with reference to the drawings, be intended to for explaining the present invention, and can not limitation of the present invention be interpreted as.
Below with reference to the accompanying drawings the monitoring system 10 of avalanche top board 50 according to the embodiment of the present invention or explosion top board is described.As shown in Figure 1, comprise at least one according to the avalanche top board 50 of the embodiment of the present invention or the monitoring system 10 of explosion top board and be located at boring 101 in avalanche region 20 and time-domain reflectomer 103.
Boring 101 extends along the vertical direction, the open upper end of boring 101.Wherein, be provided with at least one concentric cable 102 in boring 101, a part 1021 for concentric cable 102 protrudes upward boring 101.Time-domain reflectomer 103 coordinates with concentric cable 102, the electric impulse signal that time-domain reflectomer 103 reflects for launching electric impulse signal and reception to concentric cable 102.
The fine status of concentric cable 102 and malfunction can clearly show by time-domain reflectomer 103 in graph form.According to the situation that this curve reflects, the character of location of fault and failure judgement can be determined.Most important to be also the most basic test the be exactly coaxial cable length test that time-domain reflectomer 103 does, accurate coaxial cable length test contributes to the localization of fault of concentric cable.
Specifically, can being obtained by temporal information with the information of distance dependent of concentric cable 102, concentric cable 102 can change in the characteristic impedance of distortion place, test electric impulse signal is propagated in concentric cable 102, the impedance operator of concentric cable 102 can be reflected, in the place that the impedance operator of concentric cable 102 changes, test electric impulse signal can reflect, by to the time of arrival of the electric impulse signal reflected and the analysis of amplitude amplitude, the position of the point of discontinuity in accurate positioned edge concentric cable 102 length.
When utilizing Caving Method with Large Space (such as natural caving method or sublevel caving method) to dig up mine, avalanche top board 50 or explosion top board (avalanche top board line or explosion top board line) upwards develop gradually.Wherein, the top of avalanche top board 50 or explosion top board is entity, and the bottom of avalanche top board 50 or explosion top board is the loose media of avalanche, and the intersection of this entity and this loose media can cause the bad break (as shown in Figure 1) of concentric cable 102.That is, the bad break point 1022 of concentric cable 102 is positioned at the intersection of this entity and this loose media.In other words, the bad break point 1022 of concentric cable 102 is positioned at avalanche top board 50 or explosion top board place.And the bad break point 1022 of concentric cable 102 accurately can be measured according to the travel-time of electric impulse signal and speed.
Now, time-domain reflectomer 103 measuring point is utilized on earth's surface 20, the length of the bad break point 1022 distance test point (end for being connected with time-domain reflectomer 103 of time-domain reflectomer 103 position or concentric cable 102) of concentric cable 102 can be shown, thus measure the position of avalanche top board 50 or the development of explosion top board.That is, time-domain reflectomer 103 launches electric impulse signal to each concentric cable 102, determine with the time of the electric impulse signal returned the position (the bad break point 1022 of concentric cable 102) that each concentric cable 102 avalanche destroys by the time of launching electric impulse signal, namely determine the length of the bad break point 1022 distance test point of concentric cable 102, and then grasp the avalanche top board 50 in avalanche region, whole down-hole 20 or the development of explosion top board.Wherein, in twice measurement, the difference of the length of the bad break point 1022 distance test point of concentric cable 102 is exactly the height of the avalanche part of this concentric cable 102 position.
According to the monitoring system 10 of the avalanche top board 50 of the embodiment of the present invention or explosion top board by arranging concentric cable 102 in the boring 101 in avalanche region 20, and utilize time-domain reflectomer 103 to launch to concentric cable 102 electric impulse signal that electric impulse signal and reception reflect, thus the position that each concentric cable 102 avalanche destroys can be determined, namely can determine the position of avalanche top board 50 or explosion top board.The avalanche top board 50 in avalanche region, whole down-hole 20 or the development of explosion top board can be grasped thus, thus can prevent avalanche face and loose ore deposit pile between space excessive, to avoid causing air-shock wave accident, improve Caving Method with Large Space mining security.
Utilize time-domain reflectomer 103 to measure the position of avalanche top board 50 or explosion top board, the trueness error of measurement can control within 1%.
Therefore, by utilizing according to the avalanche top board 50 of the embodiment of the present invention or the monitoring system 10 of explosion top board, the security of Caving Method with Large Space mining can be improved.
As shown in Figure 1, comprise at least one according to the avalanche top board 50 of some embodiments of the present invention or the monitoring system 10 of explosion top board and be located at boring 101 in avalanche region 20 and the time-domain reflectomer 103 for launching the electric impulse signal that electric impulse signal and reception reflect to concentric cable 102.Time-domain reflectomer 103 can be the time-domain reflectomer of hand-held.
Advantageously, boring 101 can be multiple, can grasp the avalanche top board 50 in avalanche region, whole down-hole 20 or the development of explosion top board thus better.Advantageously, multiple boring 101 can be evenly distributed in avalanche region 20, the distance that namely adjacent two boring 101 intervals are equal.And, the boring more than 101 arranged in avalanche region 20, multiple boring 101 distribute more even, then more can grasp the avalanche top board 50 in avalanche region, whole down-hole 20 or the development of explosion top board better.
Wherein, boring 101 can be geotechnical boring 101.Thus without the need to carrying out punching work again, thus not only reduce labour intensity, and the construction cost of monitoring system 10 can be reduced.
As shown in Figure 1, each boring 101 vertically extends.The open upper end of each boring 101, the lower end of each boring 101 is 5 meters-15 meters with the spacing of the level 30 that undercuts.Because the part of 5 meters-15 meters, the top being positioned at the level of undercuting 30 in avalanche region 20 wants explosion to fall, this part therefore being fallen by explosion without the need to arranging boring 101, thus can reduce labour intensity, reduces the construction cost of monitoring system 10.
Preferably, the lower end of each boring 101 is 10 meters with the spacing of the level 30 that undercuts.Not only can reduce labour intensity thus, reduce the construction cost of monitoring system 10, and can not the position measuring each concentric cable 102 avalanche destruction be impacted, namely can not to determining that the position of avalanche top board 50 or explosion top board impacts.
In a concrete example of the present invention, the diameter of each boring 101 is 70 millimeters-160 millimeters, and the spacing of adjacent two borings 101 is 10 meters-200 meters.The structure of monitoring system 10 can be made thus more reasonable.
Preferably, the diameter of each boring 101 is 85 millimeters-105 millimeters, and the spacing of adjacent two borings 101 is 120 meters-180 meters.The structure of monitoring system 10 can be made thus more reasonable.
More preferably, the diameter of each boring 101 is 95 millimeters, and the spacing of adjacent two borings 101 is 150 meters.The structure of monitoring system 10 can be made thus more reasonable.
As shown in Figure 1, be provided with at least one concentric cable 102 in each boring 101, a part 1021 for concentric cable 102 protrudes upward boring 101, to be connected with time-domain reflectomer 103.
In one embodiment of the invention, 1-3 concentric cable 102 is provided with in each boring 101.The accuracy of Monitoring Data can be improved thus when not strengthening cost.Advantageously, be provided with multiple concentric cable 102 in each boring 101, multiple concentric cable 102 can be located in boring 101 at interval.
In examples more of the present invention, in each boring 101, be filled with cementing agent.In other words, this cementing agent is utilized to be bonded on the wall of boring 101 by concentric cable 102.That is, wall and the concentric cable 102 of boring 101 are bonded together by this cementing agent, and namely concentric cable 102 becomes as a whole with rock mass.Concentric cable 102 and rock mass (ore body) synchronizing moving can be guaranteed thus, thus improve the accuracy of Monitoring Data further.That is, by guaranteeing concentric cable 102 and rock mass (ore body) synchronizing moving, thus the bad break of concentric cable 102 point 1022 can be made to be positioned at avalanche top board 50 or explosion top board place, more accurately can measure the position of avalanche top board 50 or explosion top board thus.
Particularly, this cementing agent can be sand-cement slurry.
A part 1021 for concentric cable 102 is provided with armor.In other words, this armor can be sleeved in a part 1021 for concentric cable 102.Because the intensity of concentric cable 102 own is not high, therefore concentric cable 102 is pulled off than being easier to.By arranging this armor in a part 1021 for concentric cable 102; thus a part 1021 for concentric cable 102 can be protected not to be destroyed; namely the part being positioned at earth's surface of concentric cable 102 can be protected not to be destroyed, to ensure the accuracy of the data measured.
Time-domain reflectomer 103 coordinates with concentric cable 102.Time-domain reflectomer 103 can be connected with the end of a part 1021 of stretching out boring 101 for concentric cable 102.That is, time-domain reflectomer 103 can be connected with the end of the part be positioned on earth's surface 20 of concentric cable 102.
Specifically, multiple concentric cable 102 can be gathered in master control room.When time-domain reflectomer 103 does not launch electric impulse signal to concentric cable 102, time-domain reflectomer 103 can not be connected with concentric cable 102.When territory reflectometer 103 launches electric impulse signal to concentric cable 102 when utilized, concentric cable 102 can be connected on time-domain reflectomer 103.Wherein, during each measurement, time-domain reflectomer 103 is connected with a concentric cable 102, and time-domain reflectomer 103 can be connected so that time-domain reflectomer 103 launches electric impulse signal to multiple concentric cable 102 in turn with multiple concentric cable 102 in turn.
Advantageously, time-domain reflectomer 103 periodically can launch to concentric cable 102 electric impulse signal that electric impulse signal and reception reflect.
Time-domain reflectomer 103 periodically launches electric impulse signal to each concentric cable 102, determine with the time returning electric impulse signal the position (the bad break point 1022 of concentric cable 102) that each concentric cable 102 avalanche destroys by the time of launching electric impulse signal, namely determine the length of the bad break point 1022 distance test point of concentric cable 102, and then grasp the avalanche top board in avalanche region, whole down-hole 20 or the development of explosion top board 50.
In describing the invention, it will be appreciated that, term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width ", " thickness ", " on ", D score, " front ", " afterwards ", " left side ", " right side ", " vertically ", " level ", " top ", " end " " interior ", " outward ", " clockwise ", " counterclockwise ", " axis ", " radial direction ", orientation or the position relationship of the instruction such as " circumference " are based on orientation shown in the drawings or position relationship, only the present invention for convenience of description and simplified characterization, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore limitation of the present invention can not be interpreted as.
In addition, term " first ", " second " only for describing object, and can not be interpreted as instruction or hint relative importance or imply the quantity indicating indicated technical characteristic.Thus, be limited with " first ", the feature of " second " can express or impliedly comprise at least one this feature.In describing the invention, the implication of " multiple " is at least two, such as two, three etc., unless otherwise expressly limited specifically.
In the present invention, unless otherwise clearly defined and limited, the term such as term " installation ", " being connected ", " connection ", " fixing " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or integral; Can be mechanical connection, also can be electrical connection or each other can communication; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals or the interaction relationship of two elements, unless otherwise clear and definite restriction.For the ordinary skill in the art, above-mentioned term concrete meaning in the present invention can be understood as the case may be.
In the present invention, unless otherwise clearly defined and limited, fisrt feature second feature " on " or D score can be that the first and second features directly contact, or the first and second features are by intermediary indirect contact.And, fisrt feature second feature " on ", " top " and " above " but fisrt feature directly over second feature or oblique upper, or only represent that fisrt feature level height is higher than second feature.Fisrt feature second feature " under ", " below " and " below " can be fisrt feature immediately below second feature or tiltedly below, or only represent that fisrt feature level height is less than second feature.
In the description of this instructions, specific features, structure, material or feature that the description of reference term " embodiment ", " some embodiments ", " example ", " concrete example " or " some examples " etc. means to describe in conjunction with this embodiment or example are contained at least one embodiment of the present invention or example.In this manual, to the schematic representation of above-mentioned term not must for be identical embodiment or example.And the specific features of description, structure, material or feature can combine in one or more embodiment in office or example in an appropriate manner.In addition, when not conflicting, the feature of the different embodiment described in this instructions or example and different embodiment or example can carry out combining and combining by those skilled in the art.
Although illustrate and describe embodiments of the invention above, be understandable that, above-described embodiment is exemplary, can not be interpreted as limitation of the present invention, and those of ordinary skill in the art can change above-described embodiment within the scope of the invention, revises, replace and modification.
Claims (10)
1. a monitoring system for avalanche top board or explosion top board, is characterized in that, comprising:
At least one is located at the boring in avalanche region, and described boring extends along the vertical direction, and the open upper end of described boring is provided with at least one concentric cable in wherein said boring, and a part for described concentric cable protrudes upward described boring; With
For launching the time-domain reflectomer of the electric impulse signal that electric impulse signal and reception reflect to described concentric cable, described time-domain reflectomer coordinates with described concentric cable.
2. the monitoring system of avalanche top board according to claim 1 or explosion top board, is characterized in that, the diameter of described boring is 70 millimeters-160 millimeters, and the spacing of adjacent two described borings is 10 meters-200 meters.
3. the monitoring system of avalanche top board according to claim 2 or explosion top board, is characterized in that, the diameter of described boring is 85 millimeters-105 millimeters, and the spacing of adjacent two described borings is 120 meters-180 meters.
4. the monitoring system of avalanche top board according to claim 3 or explosion top board, is characterized in that, the diameter of described boring is 95 millimeters, and the spacing of adjacent two described borings is 150 meters.
5. the monitoring system of avalanche top board according to claim 1 or explosion top board, is characterized in that, described boring is geotechnical boring.
6. the monitoring system of avalanche top board according to claim 1 or explosion top board, is characterized in that, is provided with 1-3 concentric cable in each described boring.
7. the monitoring system of avalanche top board according to claim 1 or explosion top board, is characterized in that, is filled with cementing agent in each described boring.
8. the monitoring system of avalanche top board according to claim 7 or explosion top board, is characterized in that, described cementing agent is sand-cement slurry.
9. the avalanche top board according to any one of claim 1-8 or the monitoring system of explosion top board, is characterized in that, described boring is multiple.
10. the avalanche top board according to any one of claim 1-9 or the monitoring system of explosion top board, is characterized in that, multiple described boring is evenly distributed in described avalanche region.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510587655.8A CN105116458A (en) | 2015-09-15 | 2015-09-15 | Dilapidation top plate or demolition top plate monitoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510587655.8A CN105116458A (en) | 2015-09-15 | 2015-09-15 | Dilapidation top plate or demolition top plate monitoring system |
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| Publication Number | Publication Date |
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| CN105116458A true CN105116458A (en) | 2015-12-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510587655.8A Pending CN105116458A (en) | 2015-09-15 | 2015-09-15 | Dilapidation top plate or demolition top plate monitoring system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115240370A (en) * | 2022-07-22 | 2022-10-25 | 广州市市政工程试验检测有限公司 | Monitoring and alarming system and monitoring and alarming method for landslide of shallow layer of highway side slope |
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| CN104373154A (en) * | 2014-10-09 | 2015-02-25 | 神华集团有限责任公司 | Stability monitoring method of roadway top plate |
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2015
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| EP2317344A1 (en) * | 2009-11-03 | 2011-05-04 | Nederlandse Organisatie voor toegepast -natuurwetenschappelijk onderzoek TNO | Method and system to monitor a hydrocarbon reservoir |
| CN104373154A (en) * | 2014-10-09 | 2015-02-25 | 神华集团有限责任公司 | Stability monitoring method of roadway top plate |
| CN205003297U (en) * | 2015-09-15 | 2016-01-27 | 中国恩菲工程技术有限公司 | Monitoring system of avalanche roof or blasting roof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115240370A (en) * | 2022-07-22 | 2022-10-25 | 广州市市政工程试验检测有限公司 | Monitoring and alarming system and monitoring and alarming method for landslide of shallow layer of highway side slope |
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Application publication date: 20151202 |