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32 results about "Blasting cap" patented technology

A blasting cap is a small sensitive primary explosive device generally used to detonate a larger, more powerful and less sensitive secondary explosive such as TNT, dynamite, or plastic explosive. Blasting caps come in a variety of types, including non-electric caps, electric caps, and fuse caps. They are used in commercial mining, excavation, and demolition. Electric types are set off by a short burst of current conducted from a blasting machine by a long wire to the cap to ensure safety. Traditional fuse caps have a fuse which is lit by a match. The need for blasting caps arises from sensitivity issues of an explosive compound. All explosive compounds require a certain amount of energy to detonate. If an explosive is too sensitive, it may go off unexpectedly, so most commercial explosives are formulated to be stable and safe to handle and will not explode if accidentally dropped, mishandled, or exposed to fire. However, such explosives are hard to detonate intentionally as well, and require a small initiating explosion. A blasting cap contains an easy-to-ignite explosive that provides the initial activation energy to start a detonation in a more stable explosive.

Ultra-under-excavation control energy-collecting hydraulic smooth blasting construction method for slate tunnel

InactiveCN111322077AReduce consumptionSolve the lack of smoothnessTunnelsKarstStructural engineering
The invention discloses an ultra-under-excavation control energy-collecting hydraulic smooth blasting construction method for a slate tunnel. The method respectively adopts a slate rock stratum comprehensive geological prediction system, an ANSYS finite element blasting simulation analysis method, site construction III, IV and V slate rock surrounding rock blast hole optimization and an electronicdetonator millisecond blasting technology to solve the problems of insufficient contour smoothness, low blast hole retention rate, poor ultra-under-excavation control and large surrounding rock vibration influence of the slate tunnel after blasting. Good effects are obtained in the aspects of section forming and over-under-excavation control by adopting the method. The overbreak is controlled within 10%, the excavation efficiency is improved by about 15%, the explosive consumption is reduced by about 20%, the construction progress is accelerated by about 20%, and the blast hole residual rateis 70%-90%. The method is applicable to tunneling of slate rock surrounding rock tunnels of III, IV and V types of slate under the condition of karst geomorphology by adopting energy-collecting smoothblasting, and has a good reference effect on other loose flaky rocks or rocks with fully developed joints.
Owner:CHINA CONSTR FOURTH ENG DIV

Millisecond blasting ore-waste separating method of gentle-inclined narrow ore body

The invention relates to a millisecond blasting ore-waste separating method of a gentle-inclined narrow ore body. The method comprises the steps of: respectively drilling ore blast-holes and barren rock blast-holes in an ore body and a barren rock once at a time, with the array pitches of the blast-holes being 0.6-0.8m, the distances of the blast-hole being 0.5-0.7m and the depths of the blast-holes being 1.2-2.0m; selecting explosive loading quantity of the ore blast-hole to be 0.75-0.9kg per hole, and selecting the explosive loading quantity of the barren rock blast-hole to be 1.0-1.15kg per hole; adopting non-electric detonator millisecond blasting, wherein the blasting time difference is 0.5-1 second, and blasting all barren rock blast-holes before the first ore blast-hole, wherein the blast-hole blasting order is from bottom to top and from outside to inside. By adopting the blasting parameters, non-electric detonator millisecond blasting and segment blasting, the ore and barren rock throwing distances can be controlled; the ore and barren rock are separated; the impoverishment rate in mining is reduced; the grade of mined raw ore is improved; discharge of the barren rock is reduced; and the grade of the raw ore, and the utilization rate and recovery rate of the resource are improved, and composite economic results of enterprises are increased.
Owner:JIANGXI RARE EARTH & RARE METALS TUNGSTEN GRP HLDG CO LTD

Medium-length hole blasting technology used in semi-coal-rock roadway

The invention relates to the field of underground blasting construction, in particular to a medium-length hole blasting technology used in a semi-coal-rock roadway. The technical problems that in existing semi-coal-rock roadway blasting, the blasting progress is slow, the shot hole utilization rate is low, the explosive amount is large, and the blasting cap combustion is high are solved. During application experimental investigation, 31 times of tunneling circulation are completed, and the tunneling roadway forming project amount of 55.8 m is completed. At the experimental stage, the actual shot hole depth is 1.8-2.0 m, the average shot hole depth is 1.9 m, the shot hole utilization rate is 90% or above and can reach 91.3% at most, and the average cyclic footage is 1.8 m. On the aspect of blasting material consumption, the average explosive unit consumption at the experimental stage is 1.52 kg / m<3>, and the blasting cap unit consumption at the experimental stage is 2.51 blasting caps per cubic meter. Working face rock is fully smashed, blasting lumpiness is uniform, the boulder yield is very low, blasting muck piles are concentrated, the throw distance of a large amount of rock is controlled at 6-15 m, the workloads of manual waste rock removal and roadway cleaning are reduced, waste rock pouring and rock loading of a rock loading machine are facilitated, and the work hour utilization rate and the rock loading productivity of the rock loading machine are increased.
Owner:DATONG COAL MINE GRP

Pre-splitting hole drilling powder charging method for underwater rock plug blasting

InactiveCN103822553ASolve the problem of drilling chargesAvoid breakingBlastingMining engineeringMechanical engineering
The invention provides a pre-splitting hole drilling powder charging method for underwater rock plug blasting. The method includes the steps of (1) drilling parameter calculating and labeling, (2) positioning steel pipe arranging, (3) hole drilling, (4) hole cleaning, (5) drilling direction and hole depth detecting, (6) powder charging, (7) detonator foot wire and detonating fuse fixing and (8) pre-splitting hole blocking. A positioning half-pipe precise positioning technology is adopted in the method, the drilling accuracy is high, and the formed outline after blasting is good. The guaranteeing degree of drilling powder charging is high, rapid and accurate powder charging can be achieved, especially when poor geologies and water seepage holes exist, blast holes cannot be influenced by external condition changes, high-quality powder charging can be still performed smoothly, the blocking speed is high, the quality is good, and therefore the blasting effect can be effectively guaranteed. The drilling accuracy is high, the process is simple, and the cost is low. An original rapid plugging agent is high in condensation rate, plugs are high in intensity, and the problem that due to the fact that at present, blast hole plugs for underwater rock plug blasting can be damaged by seepage water easily and even be rushed out of the holes gradually after being soaked, the plugging effect fails is solved.
Owner:SINOHYDRO BUREAU 6 CO LTD

Microexplosion device for destructing electronic chips

PendingCN111389876AControllable powerTiming of destruction is controllableSolid waste disposalElectronic waste recyclingTEX-explosiveStructural engineering
The invention discloses a microexplosion device for destructing electronic chips. The microexplosion device comprises an upper housing, a blasting cap, an initiating explosive device chamber and a lower protection plate, wherein the upper housing is an empty cavity with an opening in the lower part; fixed supporting ears are arranged at two ends of the outer part of the upper housing; the blastingcap has two blasting signal lines, and the two blasting signal lines are led out from the side wall of the upper housing; high explosive is stuffed to the upper part of the initiating explosive device chamber, and insulating materials are stuffed to the lower part of the initiating explosive device; an explosion orienting window is arranged on the lower protection plate; an energy attenuation plate is arranged in the explosion orienting window; and a plurality of controlled fragments are arranged on the energy attenuation plate. The microexplosion device for destructing electronic chips disclosed by the invention is controllable in explosion opportunity and explosion power, small in size, long in storage time, good in environmental compatibility, and convenient to load and unload; an assigned electronic chip can be effectively and physically damaged; and besides, through the energy attenuation plate, the explosion power is controlled, so that other electronic components are not damaged, the purpose that under a certain condition, the assigned electronic chip is destructed is achieved, and the data security of the electronic chip is improved.
Owner:南京瑞浦景科技有限公司

Blast cap type ammonia injection and mixing device for selective catalytic reduction denitration

The invention provides a blast cap type ammonia injection and mixing device for selective catalytic reduction denitration. The device comprises a first-stage pipe (1), reactor walls (10) and at least three ammonia injection pipes which are arranged at the same intervals. Each of the ammonia injection pipes comprises at least three second-stage pipes (2), third-stage pipes (3), abrasion-proof plugs (4), abrasion-proof angle steels (11), a sealing box (7), a heat insulation cotton (8) and a regulating valve (9), wherein the sealing box (7) is arranged between the reactor wall (10) and the first-stage pipe (1), the heat insulation cotton (8) is placed inside the sealing box (7), the regulating valve (9) is installed between the sealing box (7) and the first-stage pipe (1), the second-stage pipes (2) are arranged at the same intervals, the three-stage pipes (3) are arranged between the two adjacent second-stage pipes (2), one ends of the three-stage pipes (3) are connected with the second-stage pipes (2), and the other ends are connected with the abrasion-proof plugs (4). The device combines an ammonia injection device with a mixing device, evenly mixing of ammonia and smoke on small scales is achieved, the structure is simple, and the device is convenient to manufacture, assemble and disassemble.
Owner:SOUTHEAST UNIV

Blast cap

The invention provides a blast cap which comprises an outer ventiduct, a flow deflector and an inner ventiduct, wherein the outer ventiduct is arranged on the outer side above a blast cap connecting pipe in a covering manner; an upward exhaust passage is formed in the outer ventiduct; the flow deflector is supported on the outer ventiduct, is positioned in the exhaust passage and is arranged on one side above a top smoke vent of the blast cap connecting pipe; the inner ventiduct extends upwards along the upper end face of the flow deflector to form a side wall capable of receiving wind or rainwater floating to the inner wall of the outer ventiduct to generate bounce, and a drainage section capable of penetrating up and down to exhaust is formed between the side wall and the inner wall of the outer ventiduct; exhaust gas discharged out of the top smoke vent of the blast cap connecting pipe bends after passing through the flow deflector, penetrates through the drainage section, and thenis discharged out of the top outlet of the outer ventiduct. The blast cap can prevent wind or rainwater from floating and flowing backward, also can prevent wind or rainwater from bouncing and flowingbackward and thoroughly solves the flowing-backward problem of the blast cap.
Owner:GUANGZHOU CAIDIE ENERGY SAVING TECH

Method for preventing breakage of titanium steel bimetal composite board by adopting explosion welding at low temperature

The invention discloses a method for preventing breakage of titanium steel bimetal composite board by adopting explosion welding at a low temperature. The method comprises the following steps: performing surface treatment on a basic-layer metal board and a stratified-layer metal board; paving a layer of fine sand on a ground foundation, paving flexible protective materials on the fine sand; then placing the basic-layer metal board on the flexible protective materials; uniformly distributing spaced supporting sheets on the surface of the basic-layer metal board; then putting the stratified-layer metal board on the upper parts of the spaced supporting sheets; then pasting a paper-made dynamite frame on the upper surface of the stratified-layer metal board; coating a protective layer on the stratified-layer metal board; and finally, putting dynamite in the paper-made dynamite frame, and detonating an electric detonator to obtain the bimetal composite board. Thermal treatment, leveling and cutting of the bimetal composite board subjected to explosion welding can be carried out so as to obtain the metal composite board with required specification. According to the method disclosed by the invention, good explosion welding of the TA1+Q235B titanium steel composite board with large format under the minus-10-DEG C low temperature condition can be realized, the breakage phenomenon of the basic-layer metal board caused by low-temperature brittleness is avoided, and the method has the advantages of being high in production efficiency and good in product quality.
Owner:河南辰闰科技有限公司

A hydraulic blasting method for an angle steel structure transmission tower located in a mountainous area

ActiveCN108952306BEasy to transportIncrease the degree of blast damageBlastingTowersTransmission towerLiquid water
The invention discloses a hydraulic blasting method for an angle steel structure power transmission tower in a mountainous area. The hydraulic blasting method comprises the following steps that (1) pieces of angle steel with the suitable size are machined according to the structure of the power transmission tower; (2) the suitable positions of the pieces of angle steel are punched, and water bags,cartridge bags and detonating pipe detonators are prepared; (3) a blasting device is transported to the power transmission tower, the first angle steel is connected with the to-be-blasted angle steelto form a cylindrical structure, and the pieces of third angle steel are mounted at the bottom of the cylindrical structure; (4) the water bags and the cartridge bags are alternately placed into thecylindrical structure, and the cartridge bags are guided out of the cylindrical structure through the detonating pipe detonators; (5) the cylindrical structure is sealed at the top through the piecesof third angle steel; and (6) protection, evacuation and vigilance are conducted, and blasting can be conducted after preparing work before blasting is completed. According to the hydraulic blasting method, only the pieces of angle steel and bolts need to be fixed into the cylindrical structure, the water bags and the cartridge bags are placed in the closed space, through incompressibility of liquid water, the blasting damage degree is increased greatly, and the blasting effect can be ensured.
Owner:ARMY ENG UNIV OF PLA +1

Construction method for shock-absorbing blasting of underground space in urban area

The invention discloses a construction method for shock-absorbing blasting of an underground space in an urban area, belongs to the technical field of foundation pit excavation engineering, and adopts three different construction methods for a whole blasting area by considering factors such as surrounding environment and topographic conditions. According to the first construction mode, a static crushing method is adopted for construction, and blasting areas within the range of 30 m away from a residential building and 3 m away from an enclosure structure and stand columns are constructed; according to the second construction mode, the blasting depth is smaller than 5 m, and shallow hole loosening is adopted for controlling blasting construction in the area where the section is trimmed and the bottom root is treated; and according to the third construction mode, deep hole weak loosening is adopted for controlling blasting construction in an area with the blasting depth larger than 5 m, before foundation pit excavation blasting, grooves are formed in the periphery, an enclosure structure is manufactured, the grooving depth is larger than the foundation pit depth, blasting construction is facilitated, cover-excavation top-down construction is adopted for urban area underground space excavation, the whole underground space structure is divided into four layers, a digital electronic detonator detonating network is adopted as the detonating network, safe and punctual detonating is guaranteed, and the ideal effect is achieved.
Owner:THE FIFTH ENG CO LTD OF CHINA TIESIJU CIVIL ENG GRP +2

Damage control method for blasting excavation of offshore rock-socketed pile foundation

ActiveCN111721169BPromote fragmentationRealize the effect of reflection and energy gatheringBlastingExcavationsStructural engineeringArenite
The invention provides a damage control method for blasting excavation of rock-socketed pile foundations in the sea, comprising: sinking the casing to a designated position, drilling a vertical blasthole according to the blasting design; filling sea sand / rock debris into the bottom of the blasthole for buffering Layer laying; place the special combination packaged in an elastic sealed bag at the casing port, and let it fall to the buffer layer by gravity; the special combination includes: a waterproof elastic sealed bag, and placed in the waterproof elastic sealed bag from bottom to top The high-pressure inflatable airbag, iron ball, charge section, and the inflatable tank installed inside the high-pressure inflatable airbag; install the upper seismic source charge column; block the blast hole, pull out the casing, and connect each blast hole to the Internet. The explosive column is detonated by a detonator to carry out rock foundation blasting. The method can effectively control the blasting damage of the pile foundation rock mass, ensure the bearing capacity of the rock-socketed pile foundation, and at the same time enhance the excavation effect of the rock mass to be broken, fully protect the pile foundation rock mass, and is especially suitable for offshore rock-socketed piles under deep water conditions excavation.
Owner:WUHAN UNIV

A kind of blasting excavation method of hard rock tunnel

The invention discloses a hard rock tunnel blasting excavation method. The hard rock tunnel blasting excavation method comprises the steps that blasting holes are drilled in the rock of a tunnel faceand include cut holes, auxiliary holes, peripheral holes, bottom holes and empty holes, and at least one empty hole is formed in the periphery of each cut hole; the blasting holes are cleaned; explosives are put into the cut holes, the auxiliary holes, the peripheral holes and the bottom holes; a front stemming section, a resisting part and a rear stemming section are put into the remaining part of each cut hole in sequence, the hole opening of each cut hole is tightly wedged by a wedge, branches are arranged on each resisting part, each resisting part is pushed into the corresponding cut holein the forward direction, and the interiors of the remaining parts of the auxiliary holes, the peripheral holes and the bottom holes are plugged by stemming sections; blasting cap leg wires of the explosives are connected, and ignition and blasting are conducted; after the blasting is accomplished, and residue removal is conducted on the blasted tunnel face; and the operation is repeated until hard rock tunnel blasting excavation is accomplished. The tunnel blasting cyclical footage can be increased, and the tunnel excavation speed can be increased.
Owner:CHINA RAILWAY 18TH BUREAU GRP CO LTD

Double-branch cable for electronic blasting system, manufacturing process thereof, and mold

PendingCN112289489AHigh strengthSolve the problem of failure or even early accidental explosionInsulated cablesCleaning using toolsElectrical conductorStructural engineering
The invention discloses a double-branch cable for an electronic blasting system, and a mold, and relates to the technical field of cables. The cable comprise a conductor, an insulating part and a connecting part. The strength of the cable is improved through the tensile property of the high-strength alloy conductor, the wear resistance of the cable is improved through the insulating part and the connecting part which are made of wear-resistant materials and made of insulating materials, and the problem that in the laying process, a blasting system fails and even mistaken blasting occurs in advance due to damage of pulling and dragging to the cable is solved. Moreover, the situations of overlong distance and complex wiring in the actual use process of the digital electronic detonator are avoided. By changing the structure of the cable, the connecting part is added on the basis of the insulating part, a longitudinal water-blocking type connection double-parallel structure is formed through a high-pressure extrusion process, and meanwhile, an antistatic agent is further coated, so that the adhesive force between the conductor and the insulating part is improved, the longitudinal water-blocking performance is ensured, and the antistatic property is enhanced; and the connected double-parallel structure also solves the problems of knotting, twisting and entanglement and the like of the conventional twisted pair in the wiring process.
Owner:优易电缆(张家港)有限公司

Explosive welding forming device for composite head made of titanium and common low-alloy steel

The invention discloses an explosion welding forming device for titaniumtim and an ordinary low-alloy steel composite head. The explosion welding forming device comprises an ordinary low-alloy steel head base layer, a titaniumtim head composite layer, a buffer layer and a specially-shaped explosive bag. The ordinary low-alloy steel head base layer is arranged on a sandy base layer, the titaniumtim head composite layer is arranged on the ordinary low-alloy steel head base layer and forms a gap with the same, the buffer layer is arranged on the inner surface of the titaniumtim head composite layer and is fit to the same, high explosive is arranged on the inner surface of the buffer layer and is fit to the same, the high explosive and a blasting cap are filled in the center position of the specially-shaped explosive bag, primary explosive is filled in the other parts around the specially-shaped explosive bag, and a sand pile is filled in the upper portion of the specially-shaped explosive bag. The explosion welding forming device is compact in structure, the blasting cap and the high explosive are ignited to enable the bottom of the titaniumtim head composite layer to be welded to the bottom of the ordinary low-alloy steel head base layer, and the other parts of the titaniumtim head composite layer are welded; a bonding zone is free of heat affected zones, joint performance is good, excellent performance can be sustained with no need of strict protection upon the titaniumtim head composite layer during the explosion welding process.
Owner:SHAANXI UNIV OF SCI & TECH

Self-variable-resistance blast cap

The invention provides a self-variable-resistance blast cap. A movable rod is arranged in a limit hole, size of a gap between the movable rod and the limit hole can be changed when primary air is introduced, during operation under low load, the air volume of introduced primary air is relatively small, at the moment, the gap between the movable rod and the limit hole is relatively small, resistanceproduced when air flow flows through is relatively large, and therefore, uniform air distribution of multiple blast caps when air volume is small is realized; and during operation under high load, the air volume of the introduced primary air is relatively large, at the moment, the gap between the movable rod and the limit hole is relatively large, and resistance produced when air flow flows through becomes small, so that energy consumption of a draught fan during operation under high load is reduced. Uniform air distribution with small air volume under low load can be realized, oxygen contentis reduced, and NOx emission is reduced; uniform air distribution with large air volume and small resistance under high load can be realized, energy consumption of the draught fan is reduced, and boiler efficiency is improved; and besides, the problem of contradiction between low-load material fluidifying uniformity (blast cap resistance) and the oxygen content is solved, and the problems of toolarge resistance and too high energy consumption under high load are solved.
Owner:HUANENG CLEAN ENERGY RES INST

Tunnel smooth blasting structure and blasting method

The invention provides a tunnel smooth blasting structure and blasting method. The structure comprises a cannon body. A cannon head is mounted at the bottom end of the cannon body. A clamp plate is welded to the side face of the cannon head. A control mechanism is fixedly mounted at the top end of the cannon body and comprises a barrel. The bottom of the barrel is fixedly connected with the bottomof the cannon body, and an electronic signboard is fixedly mounted on the front face of the barrel. A gunpowder layer is arranged on the inner side of the bottom of the cannon body. The gunpowder layer, a buffer layer and a stemming layer are sequentially arranged on the inner side of the cannon body from top to bottom, and the buffer layer can absorb impact force generated by exploding of the gunpowder layer. A dampproof layer arranged on the inner side of the cannon body can avoid the situation that the gunpowder layer is affected with damp, and consequently blasting fails. The electronic signboard is mounted on the front face of the barrel mounted at the top of the cannon body, and workers can insert detonators into blast holes conveniently. Through a delayer and a buzzer mounted on the two sides of the barrel, the delayer can carry out delayed detonation on a blasting guide block, the buzzer can produce harsh sounds, and the situation that harm is generated due to the fact that strangers break in by mistake is avoided.
Owner:昌禄柱

Internally and externally locking type pre-fixing device adopting rock-wall fixed-point blasting for coal mining

The invention discloses an internally and externally locking type pre-fixing device adopting rock-wall fixed-point blasting for coal mining. The internally and externally locking type pre-fixing device comprises a first framework, a first connecting block, a fixed block and a connection buckle, wherein a lifting block is mounted in the first framework; a first clamp plate is connected to the rightside of the lifting block; a movable rod is connected to the interior of the lifting block; a rotary shaft is fixed to the bottom of the movable rod; a rotating rod is connected to the bottom end ofthe rotary shaft; the first connecting block is fixed to the right side of the first framework; a locking rod is mounted at the top end of the first connecting block; a first spring is mounted on theouter side of the locking rod; a connecting plate is connected to the top end of the first spring; and a sliding block is fixed to the left side of the connecting plate. The internally and externallylocking type pre-fixing device adopting rock-wall fixed-point blasting for coal mining disclosed by the invention has the device which can fix detonators which are arranged inside the rock wall and outside the rock wall, and can provide convenience for splicing a plurality of devices; and meanwhile, the device is higher in stability, and can provide convenience for users to adjust and use.
Owner:邓朝利

Blast cap type ammonia injection and mixing device for selective catalytic reduction denitration

The invention provides a blast cap type ammonia injection and mixing device for selective catalytic reduction denitration. The device comprises a first-stage pipe (1), reactor walls (10) and at least three ammonia injection pipes which are arranged at the same intervals. Each of the ammonia injection pipes comprises at least three second-stage pipes (2), third-stage pipes (3), abrasion-proof plugs (4), abrasion-proof angle steels (11), a sealing box (7), a heat insulation cotton (8) and a regulating valve (9), wherein the sealing box (7) is arranged between the reactor wall (10) and the first-stage pipe (1), the heat insulation cotton (8) is placed inside the sealing box (7), the regulating valve (9) is installed between the sealing box (7) and the first-stage pipe (1), the second-stage pipes (2) are arranged at the same intervals, the three-stage pipes (3) are arranged between the two adjacent second-stage pipes (2), one ends of the three-stage pipes (3) are connected with the second-stage pipes (2), and the other ends are connected with the abrasion-proof plugs (4). The device combines an ammonia injection device with a mixing device, evenly mixing of ammonia and smoke on small scales is achieved, the structure is simple, and the device is convenient to manufacture, assemble and disassemble.
Owner:SOUTHEAST UNIV
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