CN203687792U - Deep hole orientated blasting sheathed tube under coal mine - Google Patents
Deep hole orientated blasting sheathed tube under coal mine Download PDFInfo
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- CN203687792U CN203687792U CN201420008880.2U CN201420008880U CN203687792U CN 203687792 U CN203687792 U CN 203687792U CN 201420008880 U CN201420008880 U CN 201420008880U CN 203687792 U CN203687792 U CN 203687792U
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- coal mine
- deep hole
- union joint
- binding head
- upper binding
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Abstract
A deep hole orientated blasting sheathed tube under a coal mine comprises a sheathed tube body (1), an upper connector (2) and a lower connector (3). Notches (4) are formed in one side or the two opposite sides of the sheathed tube body (1) and respectively covered with a layer of sheet metal (5) concaved inwards to form a V-type groove, and the bottom of the V-type groove points to the circle center in the circumferential direction of the sheathed tube body and is located at the 1/2 radius position. The deep hole orientated blasting sheathed tube can achieve a more ideal orientated blasting effect.
Description
Technical field
The utility model relates to deep hole directional blasting tube under a kind of explosion tube, particularly a kind of coal mine.
Background technology
In process of coal mining, require Strata Overlying The Seam to be caving along with the exploitation in coal seam, top board can be with adopting with emitting, general breaking down for the first time distance, i.e. First Weighting Interval of Main, should not exceed 30m, secondary is caving distance later, i.e. periodic weighting step pitch generally should not exceed 10m.But due to Strata Overlying The Seam forming process complexity, cause the rock structure of zones of different to vary.In some regions, the hard roof strata thickness of Strata Overlying The Seam can reach 10～30m, and rock stratum hardness f value coefficient is all more than 10, and this class rock stratum roof plate is very hard, be also difficult for inbreak after seam mining, and outstanding apex distance is from more than can reaching 60m.Outstanding apex distance is from larger, and the impact causing to working face suddenly while being caving is larger, may form more than 13 grades hurricanes at back production face, not only causes the huge property losses such as equipment damage, more staff may be blown and fly, causes huge casualties.
In order to ensure coal mine production safety, often to carry out artificial treatment to this class rock stratum, make its inbreak, at present, main processing means are carried out deep hole blasting to overlying rock exactly.
In order to obtain desirable treatment effect, and reduce blasting cost, need on a certain assigned direction, carry out to overlying rock explosion, and avoid whole overlying rock all to scrap as far as possible.So need to control explosive blasting direction.
According to cumulative directional blasting principle, on explosive tube cylindrical shell, output troughs for collecting energy along its axial direction,, in the time of explosive blasting, the shock wave that explosion produces is concentrated to the orientation transmission of troughs for collecting energy place, makes overlying rock in respective direction, produce crack and destroys.
At present, in explosive tube or directly form troughs for collecting energy structure on explosive, explosive can be widely used by directional blasting in Blasting application.For example, patent CN2481716Y discloses a kind of Explosive roll using in well lane engineering and coal production (tube and explosive).Explosive roll comprise powder stick cylinder (tube) and cylinder in explosive, its powder stick cylinder (tube) comprise thin-walled plastic barrel and cylinder a cap, plastic barrel one end closure, other end opening, cylinder cap sleeve be contained in plastic barrel openend, and with it coordinate; On the end face of cylinder cap, have one for the unpacking hole or the through hole that insert detonator, its aperture is more than or equal to detonator diameter; One end of plastic barrel sealing, i.e. the cylinder end, band sockets for collecting energy, or flat; Plastic barrel and cylinder cap are cylindrical, and there is sockets for collecting energy (troughs for collecting energy) both sides.
Although this Explosive roll has troughs for collecting energy, in fact notch, for space outerpace, opens wide completely, and therefore, notch can be very not wide, can be very not dark.In fact, the length that directional blasting effect is big or small with notch and groove stretches in tube is closely related, and notch is little, and the degree of depth is only equivalent to tube barrel thickness, directional blasting poor effect.If notch is larger, the explosive packing into, by spilling from this completely unlimited notch, affects demolition effect especially.
Patent CN2679637Y discloses a kind of directional breaking blasting cumulative tube for roadway, set of tunneling construction (tube).Directional breaking blasting cumulative tube (tube) is by body, front taper positioning cap, rear positioning plug forms, body is that plastic material is made, in a tubular form, body external diameter is less than normal borehole internal diameter, length can need to produce with explosion, respectively there is external screw thread at body two ends, between the external screw thread of two ends, there is a longitudinal joint-cutting (troughs for collecting energy), between joint-cutting, equidistantly there is reinforcement, front taper positioning cap is umbrella, umbrella shape point has a unthreaded hole, the straight wall internal diameter in both sides has screw thread, with body external diameter front end threaded engagement, cap body diameter is greater than body, rear positioning plug is a capping, external diameter diameter is greater than body external diameter, consistent with front taper positioning cap external diameter, rear positioning plug internal diameter has screw thread, with body external diameter rear end threaded engagement.This directional breaking blasting cumulative tube and the disclosed Explosive roll of patent patent CN2481716Y are basic identical, although have troughs for collecting energy, notch opens wide, and groove depth is suitable with body wall thickness, and directional blasting effect is unsatisfactory.
Patent CN202002580U discloses a kind of directional control blasting cartridge roll, powder stick is the cylindric emulsion that is provided with troughs for collecting energy, and the lateral surface of emulsion and the groove face of troughs for collecting energy are respectively equipped with rigid plastics cambered surface shell (tube) and the groove face shell with antistatic and anti-anti-flaming function; On described troughs for collecting energy trough rim, edge to the size of bottom land does not exceed the radius size of emulsion; Described cambered surface shell and the thickness of groove face shell are 1mm, and the edge of cambered surface shell contacts with corresponding groove face shell edge; The two ends of described emulsion are respectively equipped with the grey paraffin paper for sealing; Directional control blasting cartridge roll is provided with a troughs for collecting energy or is symmetrically arranged with two troughs for collecting energy.Although the troughs for collecting energy of this directional control blasting cartridge roll seals, but closed material and tube material are identical, thickness too, therefore, the shape size that its directional blasting effect places one's entire reliance upon groove, does not utilize the relation between tube material and thickness and troughs for collecting energy material and thickness to improve directional blasting effect.
In sum, in prior art, also do not have a kind ofly to make directional blasting reach the comparatively explosion tube of ideal effect by considering troughs for collecting energy shape size and closed material characteristic.
Under coal mine also there is larger difference in deep hole directional blasting and the application of other directional blastings.Other application generally can carry out the tube that factory length is suitable as required, but under coal mine, deep hole directional blasting is all to carry out in coal mine down-hole tunnel, it is all to top, tunnel or the punching powder charge of side top, convolution space is little, the general length of tube is 1m left and right, for deep hole blasting, tens of joint tubes need to be packed into continuously in blast hole and could meet explosion requirement, and because hole wall very easily destroys, the coal cinder being scattered or sillar tend to cut off the connection between adjacent tube.Therefore, guarantee not cut off by coal cinder or sillar between adjacent tube, also most important for the directional blasting of realizing ideal.But in prior art, also there is no a kind of explosion tube that can make the uninterrupted connection of tens of joints.
Utility model content
In order to make troughs for collecting energy reach more preferably directional blasting effect, and solve under coal mine in deep hole directional blasting, the technical problem of easily being cut off by be scattered coal cinder or sillar between tube, the utility model provides a kind of employing sheet metal sealing troughs for collecting energy, and has the explosion tube of special connector.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is as follows:
Deep hole directional blasting tube under a kind of coal mine, comprise tube main body, upper binding head and lower union joint, described tube main body one side has otch, described otch is coated with layer of metal thin slice, and described sheet metal is inwardly recessed, forms " V " type groove, described " V " shape bottom land, along described tube main body circumference radial finger to the center of circle, is positioned at 1/2 radius.
Under above-mentioned coal mine, in deep hole directional blasting tube, described " V " type groove bottom land angle is 60 °-90 °.
Under above-mentioned coal mine, in deep hole directional blasting tube, described " V " type groove bottom land angle is 75 °.
Under above-mentioned coal mine, in deep hole directional blasting tube, described tube body surfaces is sprayed with antistatic paint.
Under above-mentioned coal mine, deep hole directional blasting tube also comprises moment priming device, described moment priming device be wire, install in described tube body interior center, two ends are connected respectively with described upper binding head and described lower union joint.
Under above-mentioned coal mine in deep hole directional blasting tube, described upper binding head is nipple-like, form projection in mouth surrounding, described lower union joint is down nipple-like, form groove in the surrounding of falling mouth, when described upper binding head stretches into described lower union joint, between described upper binding head and described lower union joint, form seamless cooperation, described projection and described groove form and closely cooperate simultaneously.
Under above-mentioned coal mine in deep hole directional blasting tube, described upper binding head is nipple-like, form in mouth surrounding the unidirectional buckle that Open Side Down, described lower union joint is down nipple-like, form the unidirectional bayonet socket of opening upwards in the surrounding of falling mouth, when described upper binding head stretches into described lower union joint, the unidirectional buckle of the described unidirectional buckle that Open Side Down and described opening upwards is sealed up and down.
Under above-mentioned coal mine in deep hole directional blasting tube, described upper binding head and described lower union joint form respectively upper binding head and described lower connecting hole in termination, be connected with described lower union joint at described upper binding head while cooperation, described lower connecting hole is relative up and down with described upper connecting hole.
Under above-mentioned coal mine, in deep hole directional blasting tube, described upper binding head and described lower union joint form respectively upper binding head floor and lower union joint floor in inner side.
Under above-mentioned coal mine, in deep hole directional blasting tube, described tube body thickness is 1mm, and described upper binding head and described lower union joint thickness are 0.2mm, and described sheet metal thickness is 0.1mm.
Technique scheme of the present utility model has the following advantages compared to existing technology:
1. deep hole directional blasting tube under the coal mine that the utility model provides, owing to having otch in tube main body one side, otch is coated with sheet metal, sheet metal is inwardly recessed, form " V " type groove, " V " type groove bottom land angle is 60 °-90 °, therefore, and the utility model directional blasting better effects if.
2. deep hole directional blasting tube under the coal mine that the utility model provides, due to the structure that adopts the upper and lower two ends of tube main body that connector is installed, connector becomes nipple-like, adjacent two joint tubes stretch into the lower union joint of upper joint tube by the upper binding head of lower joint tube, even if slightly depart from and also can form stack cooperation, therefore, the utility model can effectively guarantee mutually effectively connecting between more piece tube.
3. deep hole directional blasting tube under the coal mine that the utility model provides, because connector is also provided with projection and groove structure or unidirectional buckle structure, therefore, the utility model more can effectively guarantee when more piece tube connects discrepancy can not occur, and then affects demolition effect.
4. deep hole directional blasting tube under the coal mine that the utility model provides, because connector offers connecting hole, and priming device is installed, priming device links with connecting hole, therefore, the utility model can guarantee in explosion, and lower joint tube can easier be ignited joint tube, reduces the probability that upper joint tube is miss-fired.
5. deep hole directional blasting tube under the coal mine that the utility model provides, because connector forms floor, therefore, the utility model can effectively improve connector structural strength, avoid being damaged in the links such as powder charge, not only increase production cost, more directly affect demolition effect.
Accompanying drawing explanation
For content of the present utility model is more likely to be clearly understood, according to specific embodiment of the utility model also by reference to the accompanying drawings, the utility model is described in further detail, wherein below
Fig. 1 is the schematic diagram of deep hole directional blasting tube under the utility model coal mine;
Fig. 2 is that Figure 1A-A is to view (amplification);
Fig. 3 be under the utility model coal mine deep hole directional blasting tube at the partial enlarged drawing at upper binding head place;
Fig. 4 be under the utility model coal mine deep hole directional blasting tube in the partial enlarged drawing at upper binding head place (not shown tube main body and moment priming device);
Fig. 5 be under the utility model coal mine deep hole directional blasting tube at the partial enlarged drawing at lower union joint place;
Fig. 6 be under the utility model coal mine deep hole directional blasting tube in the partial enlarged drawing at lower union joint place (not shown tube main body and moment priming device).
In figure, be labeled as: 1-tube main body, 2-upper binding head, 3-lower union joint, 4-otch, 5-sheet metal, 6-moment priming device, 201-projection, the upper connecting hole of 202-, 203-upper binding head floor, 301-groove, connecting hole under 302-, 303-lower union joint floor.
The specific embodiment
For making the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing, the utility model embodiment is described in further detail.
As shown in Fig. 1-6, it is the preferred embodiment of deep hole directional blasting tube under the utility model coal mine.
Deep hole directional blasting tube under described coal mine, comprise tube main body 1, upper binding head 2 and lower union joint 3, described tube main body 1 one sides have otch 4, described otch 4 is coated with layer of metal thin slice 5, and described sheet metal 5 is inwardly recessed, forms " V " type groove, described " V " shape bottom land, along described tube main body 1 circumference radial finger to the center of circle, is positioned at 1/2 radius.
In the present embodiment, described " V " type groove bottom land angle is 60 °-90 °, preferably 75 °.
In the present embodiment, described tube main body 1 surface is sprayed with antistatic paint.
In the present embodiment, under described coal mine, deep hole directional blasting tube also comprises moment priming device 6, described moment, priming device 6 was wire, installed in described tube main body 1 inside center position, and two ends are connected respectively with described upper binding head 2 and described lower union joint 3.
In the present embodiment, described upper binding head 2 is nipple-like, form projection 201 in mouth surrounding, described lower union joint 3 is down nipple-like, form groove 301 in the surrounding of falling mouth, when described upper binding head 2 stretches into described lower union joint 3, between described upper binding head 2 and described lower union joint 3, form and closely cooperate, described projection 201 forms and closely cooperates simultaneously with described groove 301.
In the present embodiment, described upper binding head 2 and described lower union joint 3 form respectively connecting hole 202 and lower connecting hole 302 in termination, be connected with described lower union joint 3 at described upper binding head 2 while cooperation, described lower connecting hole 302 is relative up and down with upper connecting hole 202.
In the present embodiment, described upper binding head 2 and described lower union joint 3 form respectively upper binding head floor 203 and lower union joint floor 303 in inner side.
In the present embodiment, described tube main body 1 thickness is 1mm, and described upper binding head 2 and described lower union joint 3 thickness are 0.2mm, and described sheet metal 5 thickness are 0.1mm.
In other embodiments, the relative both sides of described tube main body 1 have otch 4.
In other embodiments, described upper binding head 2 is nipple-like, form in mouth surrounding the unidirectional buckle 201 that Open Side Down, described lower union joint 3 is down nipple-like, form the unidirectional bayonet socket 301 of opening upwards in the surrounding of falling mouth, when described upper binding head 2 stretches into described lower union joint 3, the described unidirectional buckle that Open Side Down 201 is sealed up and down with the unidirectional buckle 301 of described opening upwards.
Obviously, above-described embodiment is only for example is clearly described, and the not restriction to embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here without also giving exhaustive to all embodiments.And the apparent variation of being extended out thus or variation are still among protection domain of the present utility model.
Claims (10)
1. deep hole directional blasting tube under a coal mine, comprise tube main body (1), upper binding head (2) and lower union joint (3), described tube main body (1) one side or relatively both sides have otch (4), it is characterized in that: described otch (4) is coated with layer of metal thin slice (5), described sheet metal (5) is inwardly recessed, form " V " type groove, described " V " shape bottom land, along described tube main body (1) circumference radial finger to the center of circle, is positioned at 1/2 radius.
2. deep hole directional blasting tube under coal mine according to claim 1, is characterized in that: described " V " type groove bottom land angle is 60 °-90 °.
3. deep hole directional blasting tube under coal mine according to claim 2, is characterized in that: described " V " type groove bottom land angle is 75 °.
4. deep hole directional blasting tube under coal mine according to claim 3, is characterized in that: described tube main body (1) surface is sprayed with antistatic paint.
5. according to deep hole directional blasting tube under the arbitrary described coal mine of claim 1-4, it is characterized in that: also comprise moment priming device (6), described moment priming device (6) is wire, install in described tube main body (1) inside center position, two ends are connected respectively with described upper binding head (2) and described lower union joint (3).
6. according to deep hole directional blasting tube under the arbitrary described coal mine of claim 1-4, it is characterized in that: described upper binding head (2) is nipple-like, form projection (201) in mouth surrounding, described lower union joint (3) is down nipple-like, form groove (301) in the surrounding of falling mouth, when described upper binding head (2) stretches into described lower union joint (3), between described upper binding head (2) and described lower union joint (3), form and closely cooperate, described projection (201) forms and closely cooperates simultaneously with described groove (301).
7. according to deep hole directional blasting tube under the arbitrary described coal mine of claim 1-4, it is characterized in that: described upper binding head (2) is nipple-like, form in mouth surrounding the unidirectional buckle (201) that Open Side Down, described lower union joint (3) is down nipple-like, form the unidirectional bayonet socket (301) of opening upwards in the surrounding of falling mouth, when described upper binding head (2) stretches into described lower union joint (3), the described unidirectional buckle (201) that Open Side Down is sealed up and down with the unidirectional buckle (301) of described opening upwards.
8. according to deep hole directional blasting tube under the arbitrary described coal mine of claim 1-4, it is characterized in that: described upper binding head (2) and described lower union joint (3) form respectively connecting hole (202) and lower connecting hole (302) in termination, be connected with described lower union joint (3) at described upper binding head (2) while cooperation, described lower connecting hole (302) is relative up and down with upper connecting hole (202).
9. according to deep hole directional blasting tube under the arbitrary described coal mine of claim 1-4, it is characterized in that: described upper binding head (2) and described lower union joint (3) form respectively upper binding head floor (203) and lower union joint floor (303) in inner side.
10. according to deep hole directional blasting tube under the arbitrary described coal mine of claim 1-4, it is characterized in that: described tube main body (1) thickness is 1mm, described upper binding head (2) and described lower union joint (3) thickness are 0.2mm, and described sheet metal (5) thickness is 0.1mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420008880.2U CN203687792U (en) | 2014-01-07 | 2014-01-07 | Deep hole orientated blasting sheathed tube under coal mine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420008880.2U CN203687792U (en) | 2014-01-07 | 2014-01-07 | Deep hole orientated blasting sheathed tube under coal mine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203687792U true CN203687792U (en) | 2014-07-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420008880.2U Withdrawn - After Issue CN203687792U (en) | 2014-01-07 | 2014-01-07 | Deep hole orientated blasting sheathed tube under coal mine |
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| CN (1) | CN203687792U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103759601A (en) * | 2014-01-07 | 2014-04-30 | 天地科技股份有限公司 | Underground coal mine deep-hole directional blasting cartridge |
| CN110779644A (en) * | 2019-10-17 | 2020-02-11 | 中国矿业大学 | Equipment for mounting coal mine deep hole monitoring instrument |
| CN113188389A (en) * | 2021-05-26 | 2021-07-30 | 邹城兖矿泰德工贸有限公司 | Directional quilt cylinder |
-
2014
- 2014-01-07 CN CN201420008880.2U patent/CN203687792U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103759601A (en) * | 2014-01-07 | 2014-04-30 | 天地科技股份有限公司 | Underground coal mine deep-hole directional blasting cartridge |
| CN110779644A (en) * | 2019-10-17 | 2020-02-11 | 中国矿业大学 | Equipment for mounting coal mine deep hole monitoring instrument |
| CN113188389A (en) * | 2021-05-26 | 2021-07-30 | 邹城兖矿泰德工贸有限公司 | Directional quilt cylinder |
| CN113188389B (en) * | 2021-05-26 | 2024-01-19 | 山东兖能泰德重工有限公司 | Directional quilt cylinder |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140702 Effective date of abandoning: 20160217 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |