US20040200373A1 - Solid column explosive charge method for blasting rock - Google Patents

Solid column explosive charge method for blasting rock Download PDF

Info

Publication number
US20040200373A1
US20040200373A1 US10/388,738 US38873803A US2004200373A1 US 20040200373 A1 US20040200373 A1 US 20040200373A1 US 38873803 A US38873803 A US 38873803A US 2004200373 A1 US2004200373 A1 US 2004200373A1
Authority
US
United States
Prior art keywords
core component
explosive
bore hole
layer
blasting rock
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
US10/388,738
Inventor
Vincent Robert
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
DYNAMIC BLAST SOLUTIONS LLC
Original Assignee
Drake Ind LLC
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Drake Ind LLC filed Critical Drake Ind LLC
Priority to US10/388,738 priority Critical patent/US20040200373A1/en
Assigned to DRAKE INDUSTRIES, LLC reassignment DRAKE INDUSTRIES, LLC ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: ROBERT, VINCENT T.
Priority to CA002450092A priority patent/CA2450092A1/en
Priority to AU2004200940A priority patent/AU2004200940B2/en
Publication of US20040200373A1 publication Critical patent/US20040200373A1/en
Assigned to DYNAMIC BLAST SOLUTIONS, LLC reassignment DYNAMIC BLAST SOLUTIONS, LLC ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: DRAKE INDUSTRIES, LLC
Priority to US11/266,510 priority patent/US20060137560A1/en
Pending legal-status Critical Current

Links

Images

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D3/00Particular applications of blasting techniques
    • F42D3/04Particular applications of blasting techniques for rock blasting

Definitions

  • a method for continuous column blasting rock for coal mining purposes and the like includes at least one hollow gas-filled core component arranged vertically collinearly within a vertical bore hole and seated on a first layer of a particulate explosive charge.
  • the core component has a transverse cross-sectional dimension that is less than the diameter of the bore hole, with a first annular portion of the particulate explosive charge arranged concentrically about the core component, said first layer and said first annular portion being in contact to define a continuous explosive column.
  • the volume of the core component is generally 10 percent to 25 percent of that of the explosive column.
  • the simplest form of blast hole loading is a single column of blasting agent, initiated from the bottom or middle with a cast booster.
  • Single column loading is preferable so long as there are no constraints for powder factor (blasting agent per foot) or constraints on vibration concerns are at issue, it is often necessary to load blast holes using the “decking method” or typical air gap method.
  • decking method layers of air or inert material are positioned throughout the column requiring a separate cast booster for each blasting agent layer. While accomplishing a reduction in powder factor, the blast is less efficient since each individual layer is working on its own versus a single, continuous column of blasting agent. Decking also increases the cost as additional detonators and cast boosters are required.
  • a rock blasting method wherein a series of aligned boreholes are charged with explosives and air tubes arranged in a predetermined pattern.
  • the air tube is formed as a cylindrical flexible tube that is fitted within the bore hole so as to provide a “quantitative air decking” in every charged borehole.
  • Sympathetic detonation is used to continue the explosive reaction throughout the borehole due to the separation in the explosive.
  • the diameter of the air tube is the same as or smaller than that of the boreholes so that the inflated air tube can be easily inserted into the bore holes.
  • the present invention was developed to improve the blasting results produced by a given quantity of explosive charge in a safe, cost-effective manner.
  • a primary object of the present invention is to provide an improved method for blasting rock for coal mining and the like, wherein a core component having a longitudinal axis is arranged collinearly within a vertical bore hole, the core component being seated upon a first particulate explosive layer and having a transverse cross-sectional dimension that is less than the bore hole diameter, thereby to permit an annular portion of the particulate explosive to be deposited concentrically about the core component, the annular explosive portion being in engagement with the first explosive layer to define a continuous explosive column, the volume of the core component being about 10 percent to 25 percent of that of the explosive column.
  • a plurality of the core components may be collinearly arranged in longitudinally spaced relation in the vertical bore hole, each core component being concentrically surrounded by an annular explosive portion seated on a layer in such a manner as to form a continuous explosive column in the bore hole.
  • the hollow core components are cylindrical and are filled with compressed air that is introduced during the manufacture of the hollow core component.
  • the container is formed from tubular stock of a heat sealable synthetic plastic material by means of pinching the tubular stock by heat seal means at locations spaced longitudinally of the tubular stock, thereby to define the hollow core components.
  • a further object of the invention is to provide a core component that comprises an air-filled paperboard tube having end caps, the diameter of said paperboard tube being less than the diameter of the bore hole and the volume of the tube being about 10 percent to 25 percent of the explosive column.
  • the core component is formed by folding a cardboard blank having end closure flaps, thereby to define an air-filled device that assists in the detonation of the explosive charge.
  • the solid continuous explosive column is supported in the bore hole by an inert filler base, and a top stem of inert filler material closes the top of the bore hole over the string of vertically spaced core components.
  • the procedure for drilling and blasting of geologic formations is designed to meet or match the most difficult rock strata in the formation. Functionally then, that rock type determines the borehole diameter and hole spacing necessary to ensure adequate breakage for excavation or processing.
  • the strata to be blasted is made up of multiple layers of various types of rock with a wide range of hardness and/or density. This often times means that boreholes are positioned such that if the hardest seam is adequately broken then other softer formations are over shot.
  • the single greatest determining factor in explosives energy is pounds of biasing agent per foot of column as determined by the available hole diameter.
  • core component of the present invention allows the blaster to vary the size of the explosive column by inserting smaller diameter pre-inflated core components at specific or random locations.
  • the benefit of the method of the present invention is to allow maximum energy in the hardest formation and then adjusting the explosive load per foot to reduce the energy in softer rock layers.
  • This explosive conservation system can benefit the blasting operation in numerous ways.
  • the key to the concept is the insertion of pre-inflated or pre-formed devices of various materials including but not limited to rigid or flexible poly tubing, pipe or cardboard as well as heat sealed shaped 1.2 to 10.0 mil pvc, polypropylene or other flexible sheet or tube materials of significantly smaller diameter than the borehole.
  • the smaller diameter core component allows the bulk explosives to build up around the void created by its shape, thus never interrupting the solid column propagation of the charge. Since the column of bulk explosive is not interrupted, the continuous propagation is not dependent on reintroduction of priming, therefore the only limiting factor of the number of core components introduced into the bore hole is the desired pounds of blasting agent per foot of column as determined by the available hole diameter.
  • the core component does not create a plug or gap in the borehole insofar as the explosive column is continuous.
  • the blasting products are selected and applied based on variables including but not limited to rock type, depth of borehole, vibration control, proximity of dwellings or utilities and cost.
  • Charged blast holes typically are so designed to meet the needs of the hardest rock or most stringent vibration criteria. Variability from this objective is then limited by the borehole diameter and explosive type and density.
  • the preformed geometric shape of the core component charged with atmosphere air may be cylindrical, rectangular, triangular or other shapes having three dimensions.
  • the preformed geometric shape may be either rigid in construction or flexible and inflated with atmosphere air, inert gases or blast enhancing gases such as oxygen, acetylene, or other fuels.
  • the core component may be of various lengths either more or less than the length of the explosive column. Furthermore, the core component may be divided into separate units and distributed either evenly or at random locations throughout the borehole.
  • FIG. 1 is a sectional view illustrating a borehole that is to be blasted by the method of the present invention
  • FIG. 2 is a sectional view taken along line 2 - 2 of FIG. 1;
  • FIG. 3 is a sectional view taken along line 3 - 3 of FIG. 1;
  • FIG. 4 is a perspective view of another embodiment of the core component used by the method of the present invention.
  • FIG. 5 is a front perspective view of a further embodiment of the core component.
  • FIG. 6 is a sectional view illustrating the mounting of the core component of
  • FIG. 5 in a bore hole.
  • a bore hole 2 is drilled downwardly into a layer of rock 4 by a conventional drill bit which normally range in size from 6.75′′ to 12.25′′.
  • the depth of the bore hole may be on the order of 10 feet to 200 feet., depending on the nature of the blasting of the rock that is to be performed.
  • Deposited into the bottom of the bore hole are a bottom layer 6 of inert material, such as dirt, and a first layer 8 a of a conventional particulate explosive charge material, such as ANFO, Blasting Emulsion, or other bulk blasting agents, or nitromannite, for example.
  • a conventional blasting cap, booster, or other explosion igniting device 10 is embedded within the first explosive layer 8 a , as is known in the art.
  • a hollow gas-filled core component 12 a is inserted within the bore hole 2 and is seated upon the first layer 8 a .
  • the longitudinal axis of the core component is arranged collinearly with the axis of the bore hole 2 .
  • the core component is cylindrical and has a diameter d, that is less than the diameter D, of the bore hole, thereby to define an annular space arranged concentrically between the outer wall of the core component 12 a and the wall surface of the bore hole 2 .
  • a quantity of the particulate explosive charge is then deposited in the bore hole concentrically about the first core component 12 a , thereby to define a first annular portion 8 b . Additional particulate explosive material is then deposited within the bore hole to form a second explosive layer 8 c that is in direct contact with the upper surface of the annular explosive portion 8 b . A second core component 12 b is then introduced into the bore hole and is seated upon the upper end of the second layer 8 c . Additional particulate explosive material is then deposited concentrically about the second core component 12 b to define a second annular explosive portion 8 d that is in direct contact with the second layer 8 c .
  • a further explosive layer 8 e is deposited in the bore hole in contact with the upper surfaces of the annular portion 8 d and the second core component 8 b .
  • a third core component 12 c is then seated upon the upper surface of this third layer 8 e , whereupon a third annular portion 8 f is deposited in the bore hole in the annular space surrounding the third component 12 c .
  • a final layer of particulate material 8 g is deposited above the annular explosive portion 8 f and the upper end of the third core component 12 c , whereupon the upper end of the bore hole is closed by a layer of inner material such dirt to define the top stem closure 14 .
  • the outer diameter d 1 of the core component is less than the diameter D 1 of the bore hole, and the volume of the core component is about 10 percent to 20 percent of the column defined by the explosive layers 8 a and 8 b . It is important to note that the particulate explosive material is deposited in the bore hole 2 in such a manner as to define a continuous solid explosive column extending from the bottom inner layer 6 and the top stem 14 .
  • the core components 12 are preferably cylindrical in construction and are formed from a continuous tube of synthetic plastic material, such as polyvinyl chloride, polypropylene, or the like that is heat sealed at its ends to define end closure portions 12 d . During the sealing process, compressed air is introduced into the core component from an on-site source.
  • synthetic plastic material such as polyvinyl chloride, polypropylene, or the like
  • the core component 20 may comprise a tubular member formed of paper board, for example.
  • the tubular body 20 is closed at opposite ends by end caps 22 and 24 , thereby to define a hollow core component 20 that is filled with air at atmospheric pressure.
  • the core component 30 is formed from a corrugated cardboard blank having panels 30 a and flaps 30 b that are folded to define a hollow closed core component that is filled with air at atmospheric pressure.
  • the transverse dimension d 2 of the cardboard core component 30 is less than the diameter D 2 of the bore hole.
  • the core component could be formed from wood, ABS, PVC, rubber or other synthetic plastic material.
  • the core components can be placed at either pre-planned or random locations in the continuous explosive column.
  • the core component has a length from 3 to 6 feet or other customized length, and thus the number of core components provided in a bore hole varies in accordance with the length thereof.
  • the core components crate axial air gaps that do not interfere with the continuity of the column, and therefore, additional priming is not required.
  • the core components are sized to match the specific site needs of a customer, such as occurs in surface coal mining, for example.
  • the invention offers the advantages of reducing the overall powder factor, reduction in cost and delay decking, helps to control flying rock, and improves equipment and labor efficiency.
  • the invention permits optimum loading without additional priming, and results in a reduction of vibration without the changing of bit size.
  • the core component is constructed of cylindrical polypropylene heat sealed on both ends, pre-cut to length and available in a range of diameters and thickness.
  • Each core component tube is pre-inflated prior to delivery to the borehole, or it can be inflated at the borehole site via an individual inflation valve. Inflation at the borehole improves efficiency for shipping, storage, and usage.
  • the amount of explosives required to blast overburden may be reduced by providing an axial air gap in the explosive column and not requiring the reintroduction of priming or being dependent on the limits of sympathetic detonation. Also, the number of separate delay detonators needed per hole to comply with vibration regulations may be reduced by creating or occupying space in borehole and thereby better distributing the explosive column throughout the borehole.
  • the bulk explosives may be placed closer to the surface of the ground by reducing the amount of explosives in terms of pounds per foot and then allow for the fragmentation of rock close to the surface while reducing the likelihood of flyrock from the blast.
  • the over break in adjacent areas may be reduced by reducing the amount of explosives loaded in the last rows of holes. The efficiency of the hole loading equipment and labor is improved by extending the capacity of the delivery equipment by causing the same volume of explosives to charge more boreholes.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

A solid column explosive charge method for blasting rock includes a hollow gas-filled core component arranged collinearly in concentrically spaced relation within a vertical borehole, the core component being seated upon a first layer of particulate explosive material, and a first annular portion of the particulate explosive material being arranged concentrically about the core component. The first layer and the first annular portion are in engagement to define a continuous explosive column. A plurality of core components together with associated layers and annular portions of the explosive charge may be arranged in a continuous vertical column, the total volume of the core components being from 10 percent to 25 percent of the volume of the explosive column. A top layer of inert fill material is arranged above the core component to close the upper end of the bore opening.

Description

    SPECIFICATION FIELD OF THE INVENTION
  • A method for continuous column blasting rock for coal mining purposes and the like includes at least one hollow gas-filled core component arranged vertically collinearly within a vertical bore hole and seated on a first layer of a particulate explosive charge. The core component has a transverse cross-sectional dimension that is less than the diameter of the bore hole, with a first annular portion of the particulate explosive charge arranged concentrically about the core component, said first layer and said first annular portion being in contact to define a continuous explosive column. The volume of the core component is generally 10 percent to 25 percent of that of the explosive column. [0001]
  • BACKGROUND OF THE INVENTION
  • Brief Description of the Prior Art [0002]
  • The simplest form of blast hole loading is a single column of blasting agent, initiated from the bottom or middle with a cast booster. Single column loading is preferable so long as there are no constraints for powder factor (blasting agent per foot) or constraints on vibration concerns are at issue, it is often necessary to load blast holes using the “decking method” or typical air gap method. Under the “decking method,” layers of air or inert material are positioned throughout the column requiring a separate cast booster for each blasting agent layer. While accomplishing a reduction in powder factor, the blast is less efficient since each individual layer is working on its own versus a single, continuous column of blasting agent. Decking also increases the cost as additional detonators and cast boosters are required. [0003]
  • It is well known in the patented prior art to provide air gaps within vertical explosive charges deposited in a bore hole. [0004]
  • In the Kang Pat. No. 6,330,860, a rock blasting method is disclosed wherein a series of aligned boreholes are charged with explosives and air tubes arranged in a predetermined pattern. The air tube is formed as a cylindrical flexible tube that is fitted within the bore hole so as to provide a “quantitative air decking” in every charged borehole. Sympathetic detonation is used to continue the explosive reaction throughout the borehole due to the separation in the explosive. The diameter of the air tube is the same as or smaller than that of the boreholes so that the inflated air tube can be easily inserted into the bore holes. [0005]
  • In the Fitzgibbon Pat. Nos. 4,913,233, 4,919,203, and 5,273,110, inflatable devices or air bags are tightly mounted in engagement with the walls of the boreholes, thereby to support the layers of the explosive charge. [0006]
  • In the Lingens, et al., Pat. No. 3,782,283, vertically spaced cavities are provided in an explosive device for causing, upon detonation, the defined disintegration of the casing of the explosive device. In the explosive cartridge of the Lawrence Pat. No. 2,622,528, a plurality of longitudinally spaced cavities are provided that define a column made up of alternating solid sections and annular sections. [0007]
  • The present invention was developed to improve the blasting results produced by a given quantity of explosive charge in a safe, cost-effective manner. [0008]
  • SUMMARY OF THE INVENTION
  • A primary object of the present invention is to provide an improved method for blasting rock for coal mining and the like, wherein a core component having a longitudinal axis is arranged collinearly within a vertical bore hole, the core component being seated upon a first particulate explosive layer and having a transverse cross-sectional dimension that is less than the bore hole diameter, thereby to permit an annular portion of the particulate explosive to be deposited concentrically about the core component, the annular explosive portion being in engagement with the first explosive layer to define a continuous explosive column, the volume of the core component being about 10 percent to 25 percent of that of the explosive column. [0009]
  • According to another object of the invention, a plurality of the core components may be collinearly arranged in longitudinally spaced relation in the vertical bore hole, each core component being concentrically surrounded by an annular explosive portion seated on a layer in such a manner as to form a continuous explosive column in the bore hole. [0010]
  • According to a preferred embodiment of the invention, the hollow core components are cylindrical and are filled with compressed air that is introduced during the manufacture of the hollow core component. Preferably, the container is formed from tubular stock of a heat sealable synthetic plastic material by means of pinching the tubular stock by heat seal means at locations spaced longitudinally of the tubular stock, thereby to define the hollow core components. [0011]
  • A further object of the invention is to provide a core component that comprises an air-filled paperboard tube having end caps, the diameter of said paperboard tube being less than the diameter of the bore hole and the volume of the tube being about 10 percent to 25 percent of the explosive column. In another embodiment, the core component is formed by folding a cardboard blank having end closure flaps, thereby to define an air-filled device that assists in the detonation of the explosive charge. [0012]
  • According to a further object of the invention, the solid continuous explosive column is supported in the bore hole by an inert filler base, and a top stem of inert filler material closes the top of the bore hole over the string of vertically spaced core components. [0013]
  • Typically, the procedure for drilling and blasting of geologic formations is designed to meet or match the most difficult rock strata in the formation. Functionally then, that rock type determines the borehole diameter and hole spacing necessary to ensure adequate breakage for excavation or processing. In many mining operations, the strata to be blasted is made up of multiple layers of various types of rock with a wide range of hardness and/or density. This often times means that boreholes are positioned such that if the hardest seam is adequately broken then other softer formations are over shot. [0014]
  • Though explosives density can be changed in the hole, the single greatest determining factor in explosives energy is pounds of biasing agent per foot of column as determined by the available hole diameter. The use of core component of the present invention allows the blaster to vary the size of the explosive column by inserting smaller diameter pre-inflated core components at specific or random locations. [0015]
  • The benefit of the method of the present invention is to allow maximum energy in the hardest formation and then adjusting the explosive load per foot to reduce the energy in softer rock layers. This explosive conservation system can benefit the blasting operation in numerous ways. The key to the concept is the insertion of pre-inflated or pre-formed devices of various materials including but not limited to rigid or flexible poly tubing, pipe or cardboard as well as heat sealed shaped 1.2 to 10.0 mil pvc, polypropylene or other flexible sheet or tube materials of significantly smaller diameter than the borehole. [0016]
  • When inserted in the explosive column, the smaller diameter core component allows the bulk explosives to build up around the void created by its shape, thus never interrupting the solid column propagation of the charge. Since the column of bulk explosive is not interrupted, the continuous propagation is not dependent on reintroduction of priming, therefore the only limiting factor of the number of core components introduced into the bore hole is the desired pounds of blasting agent per foot of column as determined by the available hole diameter. [0017]
  • The core component does not create a plug or gap in the borehole insofar as the explosive column is continuous. [0018]
  • In accordance with the present invention, the blasting products are selected and applied based on variables including but not limited to rock type, depth of borehole, vibration control, proximity of dwellings or utilities and cost. Charged blast holes typically are so designed to meet the needs of the hardest rock or most stringent vibration criteria. Variability from this objective is then limited by the borehole diameter and explosive type and density. By placing a preformed geometric shape into the bulk explosive column representing a profile from 10 percent to 25 percent of the available volume, benefits may be achieved in economy, environmental effects and blast results. The preformed geometric shape of the core component charged with atmosphere air may be cylindrical, rectangular, triangular or other shapes having three dimensions. The preformed geometric shape may be either rigid in construction or flexible and inflated with atmosphere air, inert gases or blast enhancing gases such as oxygen, acetylene, or other fuels. The core component may be of various lengths either more or less than the length of the explosive column. Furthermore, the core component may be divided into separate units and distributed either evenly or at random locations throughout the borehole.[0019]
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • Other objects and advantages of the invention will become apparent from a study of the following specification when viewed in the light of the accompanying drawings, in which: [0020]
  • FIG. 1 is a sectional view illustrating a borehole that is to be blasted by the method of the present invention; [0021]
  • FIG. 2 is a sectional view taken along line [0022] 2-2 of FIG. 1;
  • FIG. 3 is a sectional view taken along line [0023] 3-3 of FIG. 1;
  • FIG. 4 is a perspective view of another embodiment of the core component used by the method of the present invention; [0024]
  • FIG. 5 is a front perspective view of a further embodiment of the core component; and [0025]
  • FIG. 6 is a sectional view illustrating the mounting of the core component of [0026]
  • FIG. 5 in a bore hole.[0027]
  • DETAILED DESCRIPTION
  • Referring first more particularly to FIGS. 1 and 2, a [0028] bore hole 2 is drilled downwardly into a layer of rock 4 by a conventional drill bit which normally range in size from 6.75″ to 12.25″. The depth of the bore hole may be on the order of 10 feet to 200 feet., depending on the nature of the blasting of the rock that is to be performed. Deposited into the bottom of the bore hole are a bottom layer 6 of inert material, such as dirt, and a first layer 8 a of a conventional particulate explosive charge material, such as ANFO, Blasting Emulsion, or other bulk blasting agents, or nitromannite, for example. A conventional blasting cap, booster, or other explosion igniting device 10 is embedded within the first explosive layer 8 a, as is known in the art. In accordance with the present invention, a hollow gas-filled core component 12 a is inserted within the bore hole 2 and is seated upon the first layer 8 a. The longitudinal axis of the core component is arranged collinearly with the axis of the bore hole 2. In the illustrated embodiment, the core component is cylindrical and has a diameter d, that is less than the diameter D, of the bore hole, thereby to define an annular space arranged concentrically between the outer wall of the core component 12 a and the wall surface of the bore hole 2. A quantity of the particulate explosive charge is then deposited in the bore hole concentrically about the first core component 12 a, thereby to define a first annular portion 8 b. Additional particulate explosive material is then deposited within the bore hole to form a second explosive layer 8 c that is in direct contact with the upper surface of the annular explosive portion 8 b. A second core component 12 b is then introduced into the bore hole and is seated upon the upper end of the second layer 8 c. Additional particulate explosive material is then deposited concentrically about the second core component 12 b to define a second annular explosive portion 8 d that is in direct contact with the second layer 8 c. A further explosive layer 8 e is deposited in the bore hole in contact with the upper surfaces of the annular portion 8 d and the second core component 8 b. A third core component 12 c is then seated upon the upper surface of this third layer 8 e, whereupon a third annular portion 8 f is deposited in the bore hole in the annular space surrounding the third component 12 c. Finally, a final layer of particulate material 8 g is deposited above the annular explosive portion 8 f and the upper end of the third core component 12 c, whereupon the upper end of the bore hole is closed by a layer of inner material such dirt to define the top stem closure 14.
  • In accordance with a characterizing feature of the invention, the outer diameter d[0029] 1 of the core component is less than the diameter D1 of the bore hole, and the volume of the core component is about 10 percent to 20 percent of the column defined by the explosive layers 8 a and 8 b. It is important to note that the particulate explosive material is deposited in the bore hole 2 in such a manner as to define a continuous solid explosive column extending from the bottom inner layer 6 and the top stem 14.
  • Referring to FIG. 3, the [0030] core components 12 are preferably cylindrical in construction and are formed from a continuous tube of synthetic plastic material, such as polyvinyl chloride, polypropylene, or the like that is heat sealed at its ends to define end closure portions 12 d. During the sealing process, compressed air is introduced into the core component from an on-site source.
  • Referring now to a second embodiment of the invention illustrated in FIG. 4, instead of the core component being formed of a synthetic plastic material as in the embodiment of FIGS. 1-3, the [0031] core component 20 may comprise a tubular member formed of paper board, for example. The tubular body 20 is closed at opposite ends by end caps 22 and 24, thereby to define a hollow core component 20 that is filled with air at atmospheric pressure.
  • According to the embodiment of FIGS. 5 and 6, the [0032] core component 30 is formed from a corrugated cardboard blank having panels 30 a and flaps 30 b that are folded to define a hollow closed core component that is filled with air at atmospheric pressure. The transverse dimension d2 of the cardboard core component 30 is less than the diameter D2 of the bore hole. Similarly, the core component could be formed from wood, ABS, PVC, rubber or other synthetic plastic material.
  • In accordance with the present invention, the core components can be placed at either pre-planned or random locations in the continuous explosive column. In the illustrated embodiment of FIGS. 1-3, the core component has a length from 3 to 6 feet or other customized length, and thus the number of core components provided in a bore hole varies in accordance with the length thereof. The core components crate axial air gaps that do not interfere with the continuity of the column, and therefore, additional priming is not required. The core components are sized to match the specific site needs of a customer, such as occurs in surface coal mining, for example. [0033]
  • By the use of the core components, up to 15 percent of the average explosive load may be replaced. This method allows the hardest rock to be shot with the maximum amount of explosive, while the blaster can selectively reduce the change in areas of the formation that adequately fragment with a lesser amount of energy. [0034]
  • The invention offers the advantages of reducing the overall powder factor, reduction in cost and delay decking, helps to control flying rock, and improves equipment and labor efficiency. The invention permits optimum loading without additional priming, and results in a reduction of vibration without the changing of bit size. [0035]
  • Flexibility is provided to the blasting operation regardless of the drill equipment available or the mining conditions. Besides the obvious savings in the use of the blasting agent, the present invention provides improved blasting results versus traditional air gapping methods. Vibration is controlled by the use of the core components, since the blasting operations reduce the pounds per delay in critical situations without introducing more decks or inert materials. The core component is constructed of cylindrical polypropylene heat sealed on both ends, pre-cut to length and available in a range of diameters and thickness. Each core component tube is pre-inflated prior to delivery to the borehole, or it can be inflated at the borehole site via an individual inflation valve. Inflation at the borehole improves efficiency for shipping, storage, and usage. [0036]
  • The amount of explosives required to blast overburden may be reduced by providing an axial air gap in the explosive column and not requiring the reintroduction of priming or being dependent on the limits of sympathetic detonation. Also, the number of separate delay detonators needed per hole to comply with vibration regulations may be reduced by creating or occupying space in borehole and thereby better distributing the explosive column throughout the borehole. The bulk explosives may be placed closer to the surface of the ground by reducing the amount of explosives in terms of pounds per foot and then allow for the fragmentation of rock close to the surface while reducing the likelihood of flyrock from the blast. The over break in adjacent areas may be reduced by reducing the amount of explosives loaded in the last rows of holes. The efficiency of the hole loading equipment and labor is improved by extending the capacity of the delivery equipment by causing the same volume of explosives to charge more boreholes. [0037]
  • While in accordance with the provisions of the Patent Statutes the preferred forms and embodiments of the invention have been illustrated and described, it will be apparent to those skilled in the art that various changes may be made without deviating from the inventive concepts set forth above. [0038]

Claims (12)

1. A method for blasting rock for surface coal mining and the like, comprising:
(a) drilling in the rock a vertical bore hole having a given diameter and a generally vertical axis;
(b) depositing into said bore hole a bottom layer of inert backfill material;
(c) depositing into said bore bole above said layer of backfill material a first layer of a particulate explosive charge;
(d) inserting into said bore hole in seated engagement with said first explosive layer a first hollow gas-filled core component having a longitudinal axis collinear with said bore hole axis, said core component having a cross-sectional dimension that is less than that of said bore hole diameter;
(e) depositing into said bore hole concentrically about the entire length of said core component a first annular portion of said particulate explosive charge, said first annular explosive portion being in direct engagement with said first layer, thereby to define a continuous explosive column containing said core component, the volume of said core component being about 10 percent to 25 percent of the volume of said continuous explosive column;
(f) depositing into said bore hole above said core component a top stem of inert material; and
(g) detonating said particulate explosive charge.
2. A method for blasting rock as defined in claim 1, and further including, prior to said top stem depositing step:
(h) depositing in said bore hole above said first annular explosive portion a second layer of said particulate explosive charge;
(i) inserting into said bore hole a second hollow gas-filled core component having a longitudinal axis collinear with said bore hole axis, said second core component having a cross-sectional transverse dimension that is less than said bore hole diameter; and
(j) depositing into said bore hole concentrically about said second core component a second annular portion of said particulate explosive charge, said second annular explosive portion being in engagement with said second layer, and said second layer being in engagement with said first annular portion, thereby to define a continuous explosive column containing said core components in spaced collinearly arranged relation, the sum of the volumes of said core components being 10 percent to 25 percent of that of said continuous explosive column
3. A method for blasting rock as defined in claim 2, and further including:
(k) depositing into said bore hole above said second core component and in direct contact with said second annular explosive portion a third layer of said particulate explosive charge, thereby to define a continuous explosive column between said first and said third explosive layers.
4. A method for blasting rock as defined in claim 2, and further including
(k) introducing into said first layer a booster firing cap for detonating said continuous explosive column.
5. A method for blasting rock as defined in claim 2, wherein each of said core components comprises a cylinder having a circular cross section.
6. A method for blasting rock as defined in claim 5, wherein said core component is formed from a heat sealable synthetic plastic material having a thickness of from about 1.2 to 10.0 millimeters.
7. A method for blasting rock as defined in claim 6, wherein said synthetic plastic material is provided in continuous tubular form, and further including:
(l) transversely heat sealing a length of the tubular synthetic plastic material at one end to define a first transverse seam;
(m) heat sealing the other end of said plastic material length to partially close the same and to define a second transverse seam containing a filling opening;
(n) introducing compressed air into said severed length via said filling opening;
(o) closing said filling opening; and
(p) placing the inflated core component in the borehole.
8. A method for blasting rock as defined in claim 7, wherein said bore hole has a diameter of from about 6″ to about 13″.
9. A method for blasting rock as defined in claim 8, wherein said bore hole has a depth of from about 10 feet to about 200 feet.
10. A method for blasting rock as defined in claim 9, wherein said core component has a length of from between 3 feet to 6 feet.
11. A method for blasting rock as defined in claim 5, wherein said cylindrical core component is formed from paperboard.
12. A method for blasting rock as defined in claim 1, wherein said core component is formed from a cardboard blank having panels and flaps that are folded to define a closed air-filled container.
US10/388,738 2003-03-17 2003-03-17 Solid column explosive charge method for blasting rock Pending US20040200373A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
US10/388,738 US20040200373A1 (en) 2003-03-17 2003-03-17 Solid column explosive charge method for blasting rock
CA002450092A CA2450092A1 (en) 2003-03-17 2003-11-19 Solid column explosive charge method for blasting rock
AU2004200940A AU2004200940B2 (en) 2003-03-17 2004-03-05 Solid column explosive charge method for blasting rock
US11/266,510 US20060137560A1 (en) 2003-03-17 2005-11-03 solid column explosive charge method for blasting rock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US10/388,738 US20040200373A1 (en) 2003-03-17 2003-03-17 Solid column explosive charge method for blasting rock

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US11/266,510 Continuation US20060137560A1 (en) 2003-03-17 2005-11-03 solid column explosive charge method for blasting rock

Publications (1)

Publication Number Publication Date
US20040200373A1 true US20040200373A1 (en) 2004-10-14

Family

ID=32987393

Family Applications (2)

Application Number Title Priority Date Filing Date
US10/388,738 Pending US20040200373A1 (en) 2003-03-17 2003-03-17 Solid column explosive charge method for blasting rock
US11/266,510 Abandoned US20060137560A1 (en) 2003-03-17 2005-11-03 solid column explosive charge method for blasting rock

Family Applications After (1)

Application Number Title Priority Date Filing Date
US11/266,510 Abandoned US20060137560A1 (en) 2003-03-17 2005-11-03 solid column explosive charge method for blasting rock

Country Status (3)

Country Link
US (2) US20040200373A1 (en)
AU (1) AU2004200940B2 (en)
CA (1) CA2450092A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106288991A (en) * 2016-09-20 2017-01-04 中国地质大学(武汉) A kind of underground mining cuts kerve method of going up a hill
AU2016203001B2 (en) * 2015-05-11 2021-01-28 Vale S.A. Method for drilling and dismantling
CN113216833A (en) * 2021-05-19 2021-08-06 新疆钢铁雅满苏矿业有限责任公司 Geological prospecting drilling device
US11175119B2 (en) * 2017-07-19 2021-11-16 Tbs Mining Solutions Pty Ltd. Method and apparatus for preventing rock fragments from entering or collapsing into a blast hole

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20200132425A1 (en) * 2017-04-25 2020-04-30 Optimuck, Llc Blasting method
CN107388912B (en) * 2017-07-21 2019-01-01 辽宁科技大学 A kind of hanging is two-way not to couple presplit blasting means for loading and application method
CN116697844B (en) * 2023-08-07 2023-10-03 山西中煤平朔爆破器材有限责任公司 Strip mine rock perforation blasting charging device and charging method

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2622528A (en) * 1945-04-07 1952-12-23 Hercules Powder Co Ltd Explosive cartridge
US3782283A (en) * 1970-08-06 1974-01-01 Dynamit Nobel Ag Defined disintegration of the casing of an explosive element
US3806025A (en) * 1970-10-19 1974-04-23 T Marshall Stemming bag
US4913233A (en) * 1988-03-10 1990-04-03 Fitzgibbon Jr Daniel F Methods of field blasting of earth formations using inflatable devices for suspending explosives in boreholes
US4919203A (en) * 1988-03-10 1990-04-24 Fitzgibbon Jr Daniel F Methods and apparatus for field blasting of earth formations using inflatable devices for suspending explosives in bore holes
US5273110A (en) * 1992-07-22 1993-12-28 Fitzgibbon Jr Daniel F Inflatable devices for suspending explosives and stemming materials in boreholes
US6213212B1 (en) * 1999-07-23 2001-04-10 Stemlock, Incorporated Spherical stemming plug and method of use
US6330860B1 (en) * 1999-09-16 2001-12-18 Dae Woo Kang Method of blasting using air tubes charged in a blasthole
US6631684B2 (en) * 1999-09-16 2003-10-14 Dae Woo Kang Rock blasting method using air bladders embedded in loading layers

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1504824A (en) * 1921-04-30 1924-08-12 Kruskopf Hermann Method of and means for extinguishing or smothering explosions in mines
US1974281A (en) * 1932-11-02 1934-09-18 Karollus Edmund Blasting and dynamiting
US2403386A (en) * 1941-01-30 1946-07-02 Heitzman Safety Blasting Plug Blasting plug
US2916992A (en) * 1956-06-11 1959-12-15 Du Pont Blasting assembly
US4485741A (en) * 1983-04-13 1984-12-04 Apache Powder Company Booster container with isolated and open cord tunnels
US4729505A (en) * 1986-11-13 1988-03-08 Weyerhaeuser Company Heavy-duty shipping container for flowable bulk materials
US5798477A (en) * 1996-12-18 1998-08-25 Givens; Richard W. Explosive cartridge assembly for presplitting rock

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2622528A (en) * 1945-04-07 1952-12-23 Hercules Powder Co Ltd Explosive cartridge
US3782283A (en) * 1970-08-06 1974-01-01 Dynamit Nobel Ag Defined disintegration of the casing of an explosive element
US3806025A (en) * 1970-10-19 1974-04-23 T Marshall Stemming bag
US4913233A (en) * 1988-03-10 1990-04-03 Fitzgibbon Jr Daniel F Methods of field blasting of earth formations using inflatable devices for suspending explosives in boreholes
US4919203A (en) * 1988-03-10 1990-04-24 Fitzgibbon Jr Daniel F Methods and apparatus for field blasting of earth formations using inflatable devices for suspending explosives in bore holes
US5273110A (en) * 1992-07-22 1993-12-28 Fitzgibbon Jr Daniel F Inflatable devices for suspending explosives and stemming materials in boreholes
US6213212B1 (en) * 1999-07-23 2001-04-10 Stemlock, Incorporated Spherical stemming plug and method of use
US6330860B1 (en) * 1999-09-16 2001-12-18 Dae Woo Kang Method of blasting using air tubes charged in a blasthole
US6631684B2 (en) * 1999-09-16 2003-10-14 Dae Woo Kang Rock blasting method using air bladders embedded in loading layers

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2016203001B2 (en) * 2015-05-11 2021-01-28 Vale S.A. Method for drilling and dismantling
CN106288991A (en) * 2016-09-20 2017-01-04 中国地质大学(武汉) A kind of underground mining cuts kerve method of going up a hill
US11175119B2 (en) * 2017-07-19 2021-11-16 Tbs Mining Solutions Pty Ltd. Method and apparatus for preventing rock fragments from entering or collapsing into a blast hole
US11598620B2 (en) 2017-07-19 2023-03-07 Aquirian Technology Pty Ltd Method and apparatus for preventing rock fragments from entering or collapsing into a blast hole
CN113216833A (en) * 2021-05-19 2021-08-06 新疆钢铁雅满苏矿业有限责任公司 Geological prospecting drilling device

Also Published As

Publication number Publication date
US20060137560A1 (en) 2006-06-29
AU2004200940B2 (en) 2007-04-19
AU2004200940A1 (en) 2005-02-24
CA2450092A1 (en) 2004-09-17

Similar Documents

Publication Publication Date Title
US20060137560A1 (en) solid column explosive charge method for blasting rock
CN102803650B (en) The system and method for rock in fracturing tight reservoir
CN1119621C (en) Method of blasting rock using air tubes charged in blasthole
US9829287B2 (en) Explosive tube having air gap and method of blasting bedrock using same
CA3109219C (en) Shaped charge assembly, explosive units, and methods for selectively expanding wall of a tubular
KR20150056706A (en) Rock Blasting Method using pipes embeded in Explosive Layers of Blast waterhole
CA3109407C (en) Duel end firing explosive column tools and methods for selectively expanding a wall of a tubular
CN1201517A (en) Method and apparatus for blasthole stemming
US20240018838A1 (en) Explosive downhole tools having improved wellbore conveyance and debris properties, methods of using the explosive downhole tools in a wellbore, and explosive units for explosive column tools
US7950328B2 (en) Blast hole liner
KR20040001724A (en) Sealing plug for covering a blasing hole and method of blasting rock using the sealing plug
US5689085A (en) Explosive displacing bore hole tube
US6213212B1 (en) Spherical stemming plug and method of use
US20090277354A1 (en) Blasting air tube with sleeve, and method
US11781394B2 (en) Shaped charge assembly, explosive units, and methods for selectively expanding wall of a tubular
KR840007126A (en) Method of compressing section steel in rock layers
US20210254423A1 (en) Methods of pre-testing expansion charge for selectively expanding a wall of a tubular, and methods of selectively expanding walls of nested tubulars
KR100317825B1 (en) Method for Crushing a Rock Resulting in a Slight Shock
CN111238327B (en) Method for drilling blast holes in hard rock and blasting by using blast holes
US20240209706A1 (en) Explosive downhole tools having improved wellbore conveyance and debris properties, methods of using the explosive downhole tools in a wellbore, and explosive units for explosive column tools
CA3203289A1 (en) Shaped charge assembly, explosive units, and methods for selectively expanding wall of a tubular
CA2630732A1 (en) Blasting air tube with sleeve, and method
JP2023180843A (en) Blast method and manufacturing method of limestone
SU1661444A1 (en) Method for making pillars shock-safe
AU5423601A (en) Drill and blast method for excavating or fracturing hard material

Legal Events

Date Code Title Description
AS Assignment

Owner name: DRAKE INDUSTRIES, LLC, KENTUCKY

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:ROBERT, VINCENT T.;REEL/FRAME:013886/0361

Effective date: 20030227

AS Assignment

Owner name: DYNAMIC BLAST SOLUTIONS, LLC, KENTUCKY

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:DRAKE INDUSTRIES, LLC;REEL/FRAME:015461/0902

Effective date: 20041209

STPP Information on status: patent application and granting procedure in general

Free format text: FINAL REJECTION MAILED