CN109522623A - High-intensitive rock splitting method and mitotic apparatus based on plane of weakness - Google Patents
High-intensitive rock splitting method and mitotic apparatus based on plane of weakness Download PDFInfo
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- 239000011435 rock Substances 0.000 title claims abstract description 350
- 238000000034 method Methods 0.000 title claims abstract description 79
- 210000000479 mitotic spindle apparatus Anatomy 0.000 title claims abstract description 22
- 230000005404 monopole Effects 0.000 claims abstract description 23
- 238000005553 drilling Methods 0.000 claims abstract description 19
- 238000012545 processing Methods 0.000 claims description 18
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- 238000001514 detection method Methods 0.000 claims description 9
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- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical group [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 2
- 239000000292 calcium oxide Substances 0.000 description 2
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 2
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Classifications
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F42—AMMUNITION; BLASTING
- F42D—BLASTING
- F42D3/00—Particular applications of blasting techniques
- F42D3/04—Particular applications of blasting techniques for rock blasting
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- Earth Drilling (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
Abstract
The invention discloses a kind of high-intensitive rock splitting method and mitotic apparatus based on plane of weakness, splitting method includes the following steps: to measure high-intensitive rock location parameter and dimensional parameters, its intensity is measured to high-intensitive rock coring to obtain the rock strength distributed data based on location parameter, at least one plane of weakness of rock is determined based on the rock strength distributed data, at least one described plane of weakness is expanded to form substantially strip-shaped groove, the lesser side wall of intensity is to face sky surface in the strip side wall of the groove, the broken rock direction perpendicular to it is described face sky surface and be directed toward described in face sky surface, vertical along broken rock direction is arranged in rows broken rock hole location, wherein, hole depth is determined based on the dimensional parameters and rock strength distributed data, pitch-row and array pitch, hidden hole drilling is based on broken rock hole location and punches to form broken rock hole, the insertion of monopole broken rock column is described broken Petrosal foramen and make broken rock polar axis towards facing sky surface, the division of broken rock polar axis described in hydraulic drive face between sky surface and broken rock hole to broken rock body.
Description
Technical field
The present invention relates to the non-explosions of rock to split technical field, especially a kind of high-intensitive rock splitting method based on plane of weakness
And mitotic apparatus.
Background technique
Currently, explosion is still, fractured rock is most economical, efficiently method, but in blasting process, it is possible to create concussion of blasting,
The ill-effects such as blasting flyrock, toxic gas may be to blow-up point ambient enviroment, Ren Yuanhuo when these explosions harm is out of control
Equipment impacts.In recent years, with the reinforcement of people's sense of self-protection and environmental protection consciousness, people increasingly pay close attention to quick-fried
Broken harm, in order to ensure the safety of Adjacent Buildings, is reduced because explosion causes especially when burst region is close away from building
Dispute, some units in charge of construction are intended to the broken rock technique using non-explosive excavation without using conventional blasting method.These
Demand also promotes people to further investigate non-blasting rock-broken method.Currently, the broken rock technique of non-explosion have passed through many years
Constantly research there has been significant progress, and compared with conventional blast method, non-blasting method is with high security, noise is small, nothing
The advantages that pollution.Currently used non-quick-fried method has:
Static crushing method using static breaking agent cutting marble, granite or is crushed various rocks, concrete and reinforcing bar
When concrete structures, can accomplish completely no slungshot, it is noiseless, without friction, without public nuisance from blasting such as poison gases.Breaking size can be completely
Meet the requirement that sets, and any object of surrounding will not be damaged, therefore compared with explosive blasting, it has showed very big superior
Property.The main feature of static breaking agent is that vibration, air-shock wave, noise, slungshot, poison gas will not be generated in shattering process
And dust, be the cracking agent of a kind of nuisanceless or few public hazards, and using easy, do not need to clog, do not need yet line, conducting and
Igniting.It is calcium oxide that the king of static breaking agent, which wants expansion sources, it generates chemical reaction with after the blending of suitable water.Work as calcium oxide
When being changed into calcium hydroxide, crystal is changed into multiple tripartite's scalenohedron by cubic crystal, and the conversion of this crystal form can cause
The expansion of crystal volume, so that the bulbs of pressure are slowly applied to blasthole hole wall.Due to the constraint by blasthole, this expansion
Pressure will cause tensile stress around blasthole.For fragile material, tensile strength is much smaller than compression strength, so material
Material easily causes broken under action of pulling stress.Test shows that static breaking agent generated bulbs of pressure in blasthole are general
Up to 30-40Mpa, and the bulbs of pressure needed for soft rock and concrete generate radial crack are generally less than 10-20Mpa.Therefore, only
Reasonable explosive payload and rupture parameters are chosen, the material of certain middle hard rocks and concrete one kind can be crushed.
Carbon dioxide fracturing device, carbon dioxide fracturing technology are a kind of high pressure pneumatic component technologies, are to utilize liquid dioxy
Volume, which sharply expands, when changing carbon endothermic gasification generates high pressure, causes coal (rock) body broken or cracking.Can be widely applied to coal mine and
All conglomeraties such as non-coal mine, cement, quarrying.Simultaneously especially suitable for coal and gas prominent mine, explosive is substituted, can be used for explosion and fall
Coal, Comprehensive Gas Control, bump improvement, extinction, top coal reduction, stone door punching coal, Floor Heave in Roadway improvement, coal bunker block clearing etc..
High-frequency breaking hammer, high-frequency breaking hammer are a kind of broken, reconstruction of the old city town projects, concrete structure for being mainly used in rock
Novel hydraulic engineering equipment in the demolition construction of part.In recent years, as country is to city noise pollution and explosion quarrying engineering method
The control of harmfulness, high-frequency breaking hammer rely on the flexibility of its work, the diversity of vehicle equipment and its efficient working efficiency,
High-frequency breaking hammer is developed rapidly.
As people increasingly pay attention to environment and safety, non-blasting rock-broken method has obtained biggish development, with routine
Blasting method is compared, and non-blasting procedure fractured rock cost is higher by very much, but its safety, pollution-free, non-hazardous.But above-mentioned is non-quick-fried
Method is only capable of the rock that division intensity is lower than 50MPa, and the superhigh intensity rock that intensity is more than 100MPa is still lacked preferably
Construction method.
Disclosed above- mentioned information are used only for enhancing the understanding to background of the present invention in the background section, it is thus possible to
Information comprising not constituting the prior art known to a person of ordinary skill in the art in home.
Summary of the invention
Problems to be solved by the invention
In place of solving above-mentioned the deficiencies in the prior art, the present invention provides a kind of high-intensitive rock division side based on plane of weakness
Method and mitotic apparatus, the superhigh intensity rock that can be more than 100MPa to intensity divide, and construction efficiency is high, operation side
Just and securely and reliably.
Solution to problem
The inventors of the present invention have made intensive studies in order to achieve the above objectives, specifically, the present invention provides a kind of base
In the high-intensitive rock splitting method of plane of weakness comprising following step:
In first step, high-intensitive rock location parameter and dimensional parameters are measured, it is strong to measure it to high-intensitive rock coring
Degree determines rock at least to obtain the rock strength distributed data based on location parameter based on the rock strength distributed data
One plane of weakness, wherein the plane of weakness is the rocky areas less than predetermined strength,
In second step, at least one described plane of weakness is expanded to form substantially strip-shaped groove, the strip side of the groove
The lesser side wall of intensity is to face sky surface in wall, and the broken rock direction faces sky surface and face sky table described in being directed toward perpendicular to described
Face,
In third step, vertical along broken rock direction is arranged in rows broken rock hole location, wherein is based on the dimensional parameters and rock
Stone intensity distribution data determines hole depth, pitch-row and array pitch, and hidden hole drilling is based on broken rock hole location and punches to form broken rock hole,
In four steps, monopole broken rock column is inserted into the broken rock hole and broken rock polar axis direction is made to face sky surface, hydraulic thrust
Move broken rock polar axis division face between sky surface and broken rock hole to broken rock body.
High-intensitive rock in the present invention refers to that intensity is more than the rock of 100MPa.
In the high-intensitive rock splitting method based on plane of weakness, the 5th step, the neighbouring broken rock hole for facing sky surface
What formation was new after all dividing via broken rock polar axis faces sky surface, third step and four steps is repeated, until high-intensitive rock
Fully nonlinear water wave.
In the high-intensitive rock splitting method based on plane of weakness, third step, the vertical arrangement along broken rock direction
Broken rock hole location, wherein determine hole depth, pitch-row and array pitch, the broken rock based on the dimensional parameters and rock strength distributed data
Hole location plum blossom-shaped is covered with high-intensitive rock, and hidden hole drilling is based on broken rock hole location and punches to form broken rock hole.
In the high-intensitive rock splitting method based on plane of weakness, third step, hole depth is the 0.4- of rock depth
0.6 times, pitch-row s, array pitch l are determined by following formula: Wherein, F is single broken rock polar axis pair
The size for the active force that rock mass applies, r are the radius in broken rock hole,For rock mass pressure diffusion angle, σ is that Rock Under Uniaxial Compression is saturated resistance to compression
Intensity.
In the high-intensitive rock splitting method based on plane of weakness, the rock strength distributed data includes rock strength
Figure is moved towards, the diameter of the monopole broken rock column is the 92%-98% of broken rock pore radius r.
In the high-intensitive rock splitting method based on plane of weakness, plane of weakness include solution cavity region on high-intensitive rock,
Containing interburden layer and/or containing husky sandwiched area.
According to a further aspect of the invention, implement the mitotic apparatus packet of the high-intensitive rock splitting method based on plane of weakness
It includes,
Measuring unit is configured to measure high-intensitive rock location parameter and dimensional parameters,
Intensity detection unit generates rock strength distributed data based on the location parameter,
Unit is excavated, is configured to expand to form substantially strip-shaped groove based on plane of weakness,
Units punch to form broken rock hole based on broken rock hole location,
Unit is divided, the division unit for dividing high-intensitive rock includes,
Hydraulic power source provides the power of division cellular spliting,
Monopole broken rock column, the monopole broken rock column for being inserted into the broken rock hole connect the hydraulic power source via petroleum pipeline,
Broken rock polar axis, be hydraulically operated it is scalable be arranged in the monopole broken rock column, the broken rock polar axis is towards facing
Empty surface,
Processing unit, one end connect the measuring unit and intensity detection unit, and other end connection excavates unit, bores sky
Unit and division unit,
In response to rock strength distributed data, processing unit determines at least one plane of weakness of rock, so that excavating unit base
It expands to form substantially strip-shaped groove in plane of weakness,
In response to the dimensional parameters and rock strength distributed data, processing unit determines the hole location, hole depth, hole in broken rock hole
Away from and array pitch so that units punch the broken rock hole to form predetermined hole depth, pitch-row and array pitch based on broken rock hole location,
In response to rock strength distributed data, processing unit determines hydraulic action, so that the division of broken rock polar axis is high-intensitive
Rock.
In the mitotic apparatus, the measuring unit includes GPS navigation equipment, and the intensity detection unit includes being used for
The drilling machine and intensity measurement unit of coring, the excavation unit includes digging machine, and the units include hidden hole drilling.
In the mitotic apparatus, hydraulic power source includes hydraulic oil pump, booster and for controlling hydraulic controller, described
Broken rock polar axis described in the side longitudinal arrangement at least six of monopole broken rock column.
In the mitotic apparatus, processing unit includes digital signal processor, application-specific integrated circuit ASIC or scene can
Program gate array FPGA, processing unit includes memory, the memory may include one or more read only memory ROMs,
Random access memory ram, flash memory or Electrical Erasable programmable read only memory EEPROM.
The invention has the characteristics that:
It is easy for construction.Drilling is drilled using common hidden hole drilling, and pore-forming is simple, flexible in application, easy to operate, to operator
Member's technical ability is without particular/special requirement.
Securely and reliably.The apparatus structure is simple, using common digging machine, that is, Liftable monopole broken rock column, pacifies in work progress
Overall coefficient is higher.
High-intensitive pledge excavation is high-efficient.It is non-quick-fried compared to other in the stonework that conventional blasting method cannot be taken to excavate
Broken method (swelling agent, broken class equipment, rope saw, illegally occupy, gas flame cuttiug and Water Cutting equipment) is in hard Deep Excavation
Middle process cycle period is short, environment protection control is convenient, it is high-efficient to excavate, it is low to be required using equipment landform, and it is narrow to be more suitable for space
Long deep basal pit hard rock excavation project.
It saves the time, reduce hidden danger.The installation handling of this method device therefor is convenient, compared to tradition in hard rock digging process
The every circulation of static crushing construction method can save the presplitting time 5 hours.Largely reduce because presplitting time interval length is made
Excavation efficiency is improved at the utilization rate that broken solution skinny device (hydraulic breaking hammer) free time increases equipment.
The above description is only an overview of the technical scheme of the present invention, in order to make technological means of the invention clearer
Understand, reach the degree that those skilled in the art can be implemented in accordance with the contents of the specification, and in order to allow the present invention
Above and other objects, features and advantages can be more clearly understood, illustrated below with a specific embodiment of the invention
Explanation.
Detailed description of the invention
[Fig. 1] shows the signal of the step of high-intensitive rock splitting method based on plane of weakness of one embodiment of the invention
Figure.
[Fig. 2] shows the structural representation of the high-intensitive rock splitting method based on plane of weakness of one embodiment of the invention
Figure.
[Fig. 3] shows the structural representation of the high-intensitive rock splitting method based on plane of weakness of one embodiment of the invention
Figure.
[Fig. 4] shows the broken rock pore size distribution of the high-intensitive rock splitting method based on plane of weakness of one embodiment of the invention
Schematic diagram.
[Fig. 5] shows the division signal of the high-intensitive rock splitting method based on plane of weakness of another embodiment of the invention
Figure.
[Fig. 6] shows the broken rock hole location of the high-intensitive rock splitting method based on plane of weakness of another embodiment of the invention
Schematic diagram.
The implementation that [Fig. 7] shows one embodiment of the invention is filled based on the division of the high-intensitive rock splitting method of plane of weakness
Set structural schematic diagram.
The implementation that [Fig. 8] shows one embodiment of the invention is filled based on the division of the high-intensitive rock splitting method of plane of weakness
The structural schematic diagram for the division unit set.
Specific embodiment
The specific embodiment that the present invention will be described in more detail below with reference to accompanying drawings.Although being shown in attached drawing of the invention
Specific embodiment, it being understood, however, that may be realized in various forms the present invention without that should be limited by embodiments set forth here
System.It is to be able to thoroughly understand the present invention on the contrary, providing these embodiments, and can be complete by the scope of the present invention
Be communicated to those skilled in the art.
It should be noted that having used some vocabulary in the specification and claims to censure specific components.Ability
Field technique personnel it would be appreciated that, technical staff may call the same component with different nouns.This specification and right
It is required that not in such a way that the difference of noun is as component is distinguished, but with the difference of component functionally as differentiation
Criterion."comprising" or " comprising " as mentioned throughout the specification and claims are an open language, therefore should be solved
It is interpreted into " including but not limited to ".Specification subsequent descriptions are to implement better embodiment of the invention, so the description be with
For the purpose of the rule of specification, the range that is not intended to limit the invention.Protection scope of the present invention is when the appended right of view
It is required that subject to institute's defender.
In order to facilitate understanding of embodiments of the present invention, it is done by taking several specific embodiments as an example below in conjunction with attached drawing further
Explanation, and each attached drawing does not constitute the restriction to the embodiment of the present invention.
Specifically, the step schematic diagram of the high-intensitive rock splitting method based on plane of weakness as shown in Figure 1.One kind is based on weak
The high-intensitive rock splitting method in face includes the following steps:
In first step S1, high-intensitive rock location parameter and dimensional parameters are measured, it is measured to high-intensitive rock coring
Intensity determines rock extremely to obtain the rock strength distributed data based on location parameter, based on the rock strength distributed data
A few plane of weakness 1, wherein the plane of weakness is the rocky areas less than predetermined strength, Fig. 2 be one embodiment of the invention based on
The structural schematic diagram of the high-intensitive rock splitting method of plane of weakness, as shown, being based on the rock strength on high-intensitive rock
Distributed data determines at least one plane of weakness 1 of rock.
In second step S2, at least one described plane of weakness 1 is expanded to form substantially strip-shaped groove 2, the length of the groove 2
The lesser side wall of intensity is to face sky surface 3 in side wall, and the broken rock direction is faced sky surface 3 and faced described in being directed toward perpendicular to described
Empty surface 3, as shown in Fig. 2, forming substantially strip-shaped groove 2, the lesser side wall of intensity is to face in the strip side wall of the groove 2
Empty surface 3,
In third step S3, vertical along broken rock direction is arranged in rows broken rock hole location 4, wherein is based on the dimensional parameters
Hole depth, pitch-row and array pitch are determined with rock strength distributed data, and hidden hole drilling is based on the punching of broken rock hole location 4 and forms broken rock hole, such as Fig. 2
It is shown.
In four steps S4, monopole broken rock column 5 is inserted into the broken rock hole and makes broken rock polar axis 6 towards facing sky surface 3, liquid
Pressure push the broken rock polar axis 6 divide face between sky surface 3 and broken rock hole to broken rock body.Fig. 3 is one embodiment of the invention
The high-intensitive rock splitting method based on plane of weakness structural schematic diagram, as shown in the figure.
For a further understanding of the present invention, in one embodiment, the high-intensitive rock splitting method based on plane of weakness is at certain
Application in subway station Deep Excavation.Since station pit geological condition is intricate, rock is hard, and rock strength exists
100MPa partially reaches 130MPa, and far beyond the strength range of normal rock, and rock volume is larger, and integrality is high, rock
Gross index (BQ) is greater than 451, and close to high iron wire, environmental requirement is high, and in order to meet construction period, station pit is excavated
Duration is tight, and cannot take Blasting Excavation.Traditional excavates low efficiency using expansion agent method, is crushed class equipment (such as quartering hammer
Deng) ragstone excavate it is motionless, hook machine, rope saw etc. be all unable to satisfy requirement.High-intensitive rock splitting method based on plane of weakness and
When solve the excavation effect that ragstone is unable in the case of explosion, excavate it is high-efficient, it is shockproof, without fugitive dust, environmental suitability
By force, the plenty of time has been saved for the combined bolting and shotcrete of next procedure, stability of slope caused by reducing because of quartering hammer brush slope time length
The security risk of property.A side slope Forming Quality of the invention is good, and Slope leveling degree testing result meets design rule and Fan Yaoqiu.
In one embodiment of the present of invention, the boundary face for facing free space when sky surface 3 is rock mass sliding, trend
It is controlled by the plane of weakness 1 of rock, to pass through the groove that mechanical excavation is formed by rock plane of weakness 1, for discharging rock mass in rock break-off process
Stress.Broken rock hole location area is the region for arranging broken rock hole location 4, and the arranged direction of hole location in a row is parallel with free face trend.Rock
Broken face penetrates into the cracking initiation for facing sky surface by what is in rock failure process, formed below broken rock body.Shape in rock break-off process
At rock broken face be the subsequent secondary rupture of rock, i.e., loosenning tiller loosen, quartering hammer solution is small to provide condition.
In one embodiment of the present of invention, hydraulic oil is pressed to form high pressure liquid pressure oil through hydraulic power station, then through booster
Ultrahigh-pressure hydraulic oil is formed after pressurization, drive cylinder forms huge thrust and then broken rock polar axis is driven to be split up rock.
In one embodiment of the present of invention, discovery rock mass has solution cavity during prospecting early period, so using machinery to molten
Hole is further cleared up and is excavated, formed 3 meters of a depth, 2 meters of width, more than ten rice of length plane of weakness.Setting moves towards phase with free face 3
Vertical direction is broken rock direction, and vertical along broken rock direction is arranged in rows broken rock hole location,
Fig. 4 is the broken rock pore size distribution signal of the high-intensitive rock splitting method based on plane of weakness of one embodiment of the invention
Figure, facing 3 depth of sky surface is 3 meters, and broken rock hole hole depth is 1.5 meters.Pitch-row is 600mm, array pitch 600mm, bore dia 250mm,
It is laid out using plum blossom-shaped shown in Fig. 4.It is punched with hidden hole drilling according to the broken rock hole location of design.
Fig. 5 is the division schematic diagram of the high-intensitive rock splitting method based on plane of weakness of one embodiment of the invention, one
In a embodiment, the monopole broken rock column 5 that diameter is 240mm is lifted since the broken rock hole location of neighbouring free face, adjusts broken rock column 5
Direction makes broken rock polar axis 6 towards free face 3, runs super high pressure oil pumping plant, generates superelevation oil pressure and flows through petroleum pipeline formation thrust drive
Dynamic broken rock polar axis 6, is split up rock.
Fractured rock is loosened using loosenning tiller, solve with quartering hammer it is small, then shipment move back out place.
In the preferred embodiment of high-intensitive rock splitting method of the present invention based on plane of weakness, in the 5th step,
What formation was new after the neighbouring broken rock hole for facing sky surface is all divided via broken rock polar axis faces sky surface, repeats third step and the 4th
Step, until high-intensitive rock fully nonlinear water wave.
In the preferred embodiment of high-intensitive rock splitting method of the present invention based on plane of weakness, in third step,
Vertical arrangement broken rock hole location along broken rock direction, wherein based on the dimensional parameters and rock strength distributed data determine hole depth,
Pitch-row and array pitch, the broken rock hole location plum blossom-shaped are covered with high-intensitive rock, and hidden hole drilling is based on broken rock hole location and punches to form broken rock hole.
Fig. 6 is the broken rock hole location schematic diagram of the high-intensitive rock splitting method based on plane of weakness of one embodiment of the invention,
In one embodiment, in third step, hole depth is 0.4-0.6 times of rock depth, and pitch-row s, array pitch l are true by following formula
It is fixed:Wherein, F is the size for the active force that single broken rock polar axis applies rock mass, and r is
The radius in broken rock hole,For rock mass pressure diffusion angle, σ is uniaxial saturated compressive strength of rock.
In the preferred embodiment of high-intensitive rock splitting method of the present invention based on plane of weakness, the rock strength
Distributed data includes that rock strength moves towards figure, and the diameter of the monopole broken rock column is the 92%-98% of broken rock pore radius r.
In the preferred embodiment of high-intensitive rock splitting method of the present invention based on plane of weakness, plane of weakness includes high-strength
Spend the solution cavity region on rock, containing interburden layer and/or containing husky sandwiched area.
In the preferred embodiment of high-intensitive rock splitting method of the present invention based on plane of weakness, method and step packet
Include, arrangement free face, free face trend, broken rock direction, broken rock hole location area, broken rock arrangement of boring holes direction, in broken rock body and rock
Broken face.The free face is the boundary face of free space when rock mass slides, and trend is controlled by rock plane of weakness, for by rock plane of weakness
By the groove that mechanical excavation is formed, for discharging rock mass stress in rock break-off process.Broken rock hole location area is arrangement broken rock hole location
The arranged direction in region, hole location in a row is parallel with free face trend, and the broken rock hole location is arranged using plum blossom-shaped.Rock broken face by
In rock failure process, what is formed below broken rock body penetrates into the cracking initiation of free face.The rock formed in rock break-off process
Broken face is the subsequent secondary rupture of rock, i.e. loosenning tiller loosens, and quartering hammer solution is small to provide condition.
In the preferred embodiment of high-intensitive rock splitting method of the present invention based on plane of weakness, first step: clear
Table arranges place, reconnoitres rocky condition, and measurement is surveyed intensity to broken rock stone size, depth, area coverage, to rock coring, drawn
Rock strength moves towards figure, moves towards figure by intensity and finds rock plane of weakness.The plane of weakness includes rock solution cavity, containing interburden layer, folder containing sand
Layer.Rock strength around plane of weakness is smaller with respect to rock normal segments, and it is weaker to move towards rock strength in figure according to rock strength
Explore out rock plane of weakness in part.The sundries such as rubble, the silt in plane of weakness are cleared up, and plane of weakness is expanded with instrument, are trimmed to
Sky surface is faced in strip-shaped groove, formation.
Second step: it moves towards to choose broken rock direction according to sky surface is faced.Broken rock direction is vertical with free face, along broken rock direction
It is vertical be arranged in rows broken rock hole location, according to rock size, Intensity Design hole depth, pitch-row and array pitch.
Third step: it is punched with hidden hole drilling according to the broken rock hole location of design.
Four steps: monopole broken rock column is lifted since the broken rock hole location of neighbouring free face, broken rock column direction is adjusted, makes brokenly
Rock polar axis runs super high pressure oil pumping plant towards free face, generates superelevation oil pressure and flows through petroleum pipeline formation thrust driving broken rock polar axis,
It is split up rock.
5th step: loosenning tiller loosens, and quartering hammer solution is small, and shipment is brought down stocks.
In the preferred embodiment of high-intensitive rock splitting method of the present invention based on plane of weakness: institute's broken rock ground mass sheet
Quality index (BQ) is greater than 451, i.e. rock gross rank is I grade and II grade.Wherein BQ=90+3 σc+250KV,σcFor rock
The megapascal numerical value of stone saturated uniaxial compressive strength, KVFor rock integrality numerical value.
Fig. 7 is the implementation of one embodiment of the invention based on the mitotic apparatus structure of the high-intensitive rock splitting method of plane of weakness
Schematic diagram, it is a kind of implement the high-intensitive rock splitting method based on plane of weakness mitotic apparatus include,
Measuring unit 7 is configured to measure high-intensitive rock location parameter and dimensional parameters,
Intensity detection unit 8 generates rock strength distributed data based on the location parameter,
Unit 9 is excavated, is configured to form substantially strip-shaped groove 2 based on the expansion of plane of weakness 1,
Units 10 form broken rock hole based on the punching of broken rock hole location 4,
Unit 11 is divided, the division unit 11 for dividing high-intensitive rock includes,
Hydraulic power source 12 provides the power of division cellular spliting,
Monopole broken rock column 5, the monopole broken rock column 5 for being inserted into the broken rock hole connect the hydraulic power source 12 via petroleum pipeline,
Broken rock polar axis 6 is hydraulically operated and scalable is arranged in the monopole broken rock column 5,6 direction of broken rock polar axis
Face sky surface 3,
Processing unit 13, one end connect the measuring unit 7 and intensity detection unit 8, and unit is excavated in other end connection
9, dummy cell 10 and division unit 11 are bored,
In response to rock strength distributed data, processing unit 13 determines at least one plane of weakness 1 of rock, so that excavating unit
9 form substantially strip-shaped groove 2 based on the expansion of plane of weakness 1,
In response to the dimensional parameters and rock strength distributed data, processing unit 13 determine the hole location in broken rock hole, hole depth,
Pitch-row and array pitch, so that units 10 punch the broken rock hole for forming predetermined hole depth, pitch-row and array pitch based on broken rock hole location 4,
In response to rock strength distributed data, processing unit 13 determines hydraulic action so that broken rock polar axis 6 divide it is high-strength
Spend rock.
In the preferred embodiment of mitotic apparatus of the present invention, Fig. 8 is the implementation of one embodiment of the invention based on weak
The structural schematic diagram of the division unit of the mitotic apparatus of the high-intensitive rock splitting method in face, divides unit 11 by monopole broken rock column
5, broken rock polar axis 6, petroleum pipeline 14 and super high pressure oil pumping plant 15 form.Super high pressure oil pumping plant 15 includes hydraulic oil, hydraulic power station
And booster, when operating, hydraulic oil is pressed to form high pressure liquid pressure oil through hydraulic power station, then superelevation is formed after charger boost
Hydraulic fluid pressure oil, drive cylinder form huge thrust and then broken rock polar axis are driven to be split up rock.
In the preferred embodiment of mitotic apparatus of the present invention, the measuring unit 7 includes GPS navigation equipment, described
Intensity detection unit 8 includes the drilling machine and intensity measurement unit for coring, and the excavation unit includes digging machine, and the drilling is single
Member includes hidden hole drilling.
In the preferred embodiment of mitotic apparatus of the present invention, hydraulic power source 12 includes hydraulic oil pump, booster and is used for
Control hydraulic controller, broken rock polar axis described in the side longitudinal arrangement at least six of the monopole broken rock column.
In the preferred embodiment of mitotic apparatus of the present invention, processing unit includes digital signal processor, dedicated collection
At circuit ASIC or on-site programmable gate array FPGA, processing unit includes memory, the memory may include one or
Multiple read only memory ROMs, random access memory ram, flash memory or Electrical Erasable programmable read only memory
EEPROM。
Industrial applicibility
Of the invention high-intensitive rock splitting method and mitotic apparatus based on plane of weakness can be in the broken field of the non-explosion of rock
It manufactures and uses.
Although embodiment of the present invention is described in conjunction with attached drawing above, the invention is not limited to above-mentioned
Specific embodiments and applications field, above-mentioned specific embodiment are only schematical, directiveness, rather than restricted
's.Those skilled in the art are under the enlightenment of this specification and in the range for not departing from the claims in the present invention and being protected
In the case where, a variety of forms can also be made, these belong to the column of protection of the invention.
Claims (10)
1. a kind of high-intensitive rock splitting method based on plane of weakness comprising following step:
In first step, measure high-intensitive rock location parameter and dimensional parameters, to high-intensitive rock coring measure its intensity with
The rock strength distributed data based on location parameter is obtained, at least one of rock is determined based on the rock strength distributed data
Plane of weakness, wherein the plane of weakness is the rocky areas less than predetermined strength,
In second step, at least one described plane of weakness is expanded to form substantially strip-shaped groove, in the strip side wall of the groove
The lesser side wall of intensity is to face sky surface, and the broken rock direction faces sky surface and face sky surface described in being directed toward perpendicular to described,
In third step, vertical along broken rock direction is arranged in rows broken rock hole location, wherein strong based on the dimensional parameters and rock
Degree distributed data determines hole depth, pitch-row and array pitch, and hidden hole drilling is based on broken rock hole location and punches to form broken rock hole,
In four steps, monopole broken rock column is inserted into the broken rock hole and broken rock polar axis (7) direction is made to face sky surface, hydraulic drive
Broken rock polar axis division face between sky surface and broken rock hole to broken rock body.
2. the high-intensitive rock splitting method according to claim 1 based on plane of weakness, which is characterized in that in the 5th step,
The neighbouring broken rock hole for facing sky surface all via formed after broken rock polar axis (7) division it is new face sky surface, repeat third step with
Four steps, until high-intensitive rock fully nonlinear water wave.
3. the high-intensitive rock splitting method according to claim 1 based on plane of weakness, which is characterized in that in third step,
Vertical arrangement broken rock hole location along broken rock direction, wherein based on the dimensional parameters and rock strength distributed data determine hole depth,
Pitch-row and array pitch, the broken rock hole location plum blossom-shaped are covered with high-intensitive rock, and hidden hole drilling is based on broken rock hole location and punches to form broken rock hole.
4. the high-intensitive rock splitting method according to claim 1 based on plane of weakness, which is characterized in that in third step,
Hole depth is 0.4-0.6 times of rock depth, and pitch-row s, array pitch l are determined by following formula:Wherein, F is the size for the active force that single broken rock polar axis applies rock mass, and r is broken
The radius of petrosal foramen,For rock mass pressure diffusion angle, σ is uniaxial saturated compressive strength of rock.
5. the high-intensitive rock splitting method according to claim 1 based on plane of weakness, which is characterized in that the rock strength
Distributed data includes that rock strength moves towards figure, and the diameter of the monopole broken rock column is the 92%-98% of broken rock pore radius r.
6. the high-intensitive rock splitting method according to claim 1 based on plane of weakness, which is characterized in that plane of weakness includes high-strength
Spend the solution cavity region on rock, containing interburden layer and/or containing husky sandwiched area.
7. a kind of mitotic apparatus for implementing the high-intensitive rock splitting method based on plane of weakness described in any one of claim 1-6,
It being characterized in that, the mitotic apparatus includes,
Measuring unit is configured to measure high-intensitive rock location parameter and dimensional parameters,
Intensity detection unit generates rock strength distributed data based on the location parameter,
Unit is excavated, is configured to expand to form substantially strip-shaped groove based on plane of weakness,
Units punch to form broken rock hole based on broken rock hole location,
Unit is divided, the division unit for dividing high-intensitive rock includes,
Hydraulic power source provides the power of division cellular spliting,
Monopole broken rock column, the monopole broken rock column for being inserted into the broken rock hole connect the hydraulic power source via petroleum pipeline,
Broken rock polar axis, be hydraulically operated it is scalable be arranged in the monopole broken rock column, the broken rock polar axis is towards facing sky table
Face,
Processing unit, one end connect the measuring unit and intensity detection unit, and other end connection excavates unit, bores dummy cell
With division unit,
In response to rock strength distributed data, processing unit determines at least one plane of weakness of rock, so that excavating unit based on weak
Face is expanded to form substantially strip-shaped groove,
In response to the dimensional parameters and rock strength distributed data, processing unit determine the hole location in broken rock hole, hole depth, pitch-row and
Array pitch, so that units punch the broken rock hole to form predetermined hole depth, pitch-row and array pitch based on broken rock hole location,
In response to rock strength distributed data, processing unit determines hydraulic action, so that broken rock polar axis divides high-intensitive rock.
8. mitotic apparatus according to claim 7, which is characterized in that the measuring unit includes GPS navigation equipment, described
Intensity detection unit includes the drilling machine and intensity measurement unit for coring, and the excavation unit includes digging machine, and the drilling is single
Member includes hidden hole drilling.
9. mitotic apparatus according to claim 7, which is characterized in that hydraulic power source includes hydraulic oil pump, booster and is used for
Control hydraulic controller, broken rock polar axis described in the side longitudinal arrangement at least six of the monopole broken rock column.
10. mitotic apparatus according to claim 7, which is characterized in that processing unit includes digital signal processor, dedicated
Integrated circuit ASIC or on-site programmable gate array FPGA, processing unit include memory, and the memory may include one
Or multiple read only memory ROMs, random access memory ram, flash memory or Electrical Erasable programmable read only memory
EEPROM。
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