CN110805447A - High-pressure water jet double-slit coupling rock breaking heading machine - Google Patents
High-pressure water jet double-slit coupling rock breaking heading machine Download PDFInfo
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- CN110805447A CN110805447A CN201911148339.5A CN201911148339A CN110805447A CN 110805447 A CN110805447 A CN 110805447A CN 201911148339 A CN201911148339 A CN 201911148339A CN 110805447 A CN110805447 A CN 110805447A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 60
- 239000011435 rock Substances 0.000 title claims abstract description 43
- 230000008878 coupling Effects 0.000 title claims abstract description 26
- 238000010168 coupling process Methods 0.000 title claims abstract description 26
- 238000005859 coupling reaction Methods 0.000 title claims abstract description 26
- 239000007788 liquid Substances 0.000 claims abstract description 33
- 238000002347 injection Methods 0.000 claims description 25
- 239000007924 injection Substances 0.000 claims description 25
- 238000009434 installation Methods 0.000 claims description 19
- 239000000956 alloy Substances 0.000 claims description 17
- 229910045601 alloy Inorganic materials 0.000 claims description 17
- 230000001681 protective effect Effects 0.000 claims description 17
- 208000005189 Embolism Diseases 0.000 claims description 11
- 239000002893 slag Substances 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 230000007704 transition Effects 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 238000005299 abrasion Methods 0.000 abstract description 9
- 238000005507 spraying Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 7
- 230000002035 prolonged effect Effects 0.000 abstract description 5
- 239000010437 gem Substances 0.000 description 4
- 229910001751 gemstone Inorganic materials 0.000 description 4
- 230000005641 tunneling Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000009172 bursting Effects 0.000 description 1
- 230000001808 coupling effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/11—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
- E21D9/116—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines by means of non-concentric rotary heads
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/1066—Making by using boring or cutting machines with fluid jets
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
- Earth Drilling (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Abstract
The invention discloses a high-pressure water jet double-slit coupling rock breaking heading machine, which comprises: the first side surface of the cutter head is provided with a hob; the running track of the jetting device and the running track of the hob are concentric and are arranged adjacently; and the high-pressure liquid generating device is communicated with the spraying device. The high-pressure liquid generator is used for providing high-pressure liquid for the jetting device. During operation, the high-pressure liquid generating device is started, the high-pressure liquid firstly cuts and sputters the face rock through the spraying device, so that the face rock firstly generates micro cracks or the existing cracks are further expanded, and then the hobbing cutters located on adjacent tracks further extrude and shear the face rock, so that the efficient and rapid construction of the heading machine is realized, the abrasion of the hobbing cutters can be reduced through the spraying of the high-pressure liquid, and the service life of a TBM main shaft is prolonged.
Description
Technical Field
The invention relates to the technical field of tunnel boring machines, in particular to a high-pressure water jet double-slit coupling rock-breaking boring machine.
Background
At present, TBM (Tunnel boring Machine) construction is mostly adopted in the construction of long diversion tunnels, railways and highway traffic tunnels. In the traditional TBM construction process, due to the limitation of the self capacity of TBM equipment, under the condition that the uniaxial compressive strength of surrounding rock on the tunnel face exceeds 150MPa, the penetration degree of a TBM hob is extremely low, the abrasion rate of the hob is greatly accelerated, so that the TBM is low in tunneling footage, slow in tunneling speed and reduced in service life of a TBM main shaft.
Therefore, how to provide a high-pressure water jet double-slit coupling rock breaking heading machine to reduce the abrasion of a hob is a technical problem to be solved urgently in the field.
Disclosure of Invention
In view of this, the invention aims to provide a high-pressure water jet double-slit coupling rock-breaking heading machine which reduces the abrasion of a hob.
In order to achieve the purpose, the invention provides the following technical scheme:
the utility model provides a high pressure water jet double slit coupling rock breaking entry driving machine which includes:
the first side surface of the cutter head is provided with a hob;
the running track of the jetting device is concentric with and adjacent to the running track of the hob;
a high pressure liquid generating device in communication with the spray device.
Preferably, in the high-pressure water jet double-slit coupled rock-breaking heading machine, the number of the jetting devices is two, the running tracks of the two sets of jetting devices are distributed on two sides of the running track of the hob, and the distance between the running track of the jetting devices and the running track of the hob is 80-150 mm.
Preferably, in the above-mentioned high-pressure water jet double-slit coupling rock-breaking heading machine, the injection device includes:
the high-pressure nozzle is mounted on the cutter disc, the running track of the high-pressure nozzle is concentric with and adjacent to the running track of the hob, and the high-pressure nozzle is communicated with the high-pressure liquid generating device;
the nozzle protection device covers the outer side of the outlet end of the high-pressure nozzle and is provided with a through hole opposite to the outlet of the high-pressure nozzle.
Preferably, among the foretell high pressure water jet double slit coupling rock breaking entry driving machine, high pressure nozzle passes through the installation protective sheath and installs on the blade disc, the installation protective sheath runs through and fixes on the blade disc, high pressure nozzle passes the installation protective sheath is fixed the installation protective sheath is located the one end of the second side of blade disc, the second side with first side is relative.
Preferably, in the above-mentioned high-pressure water jet double-slit coupling rock-breaking heading machine, the high-pressure liquid generating device includes:
the pure water filter is communicated with the output end of the water supply device;
the ultrahigh pressure plug pump is used for pressurizing water at the output end of the pure water filter to 280MPa, and the output end of the ultrahigh pressure plug pump is communicated with the injection device;
the power motor is electrically connected with the ultrahigh pressure embolism pump;
and the control system is used for controlling the start and stop of the power motor.
Preferably, in the high-pressure water jet double-slit coupling rock breaking heading machine, the ultrahigh-pressure plug pump is connected with the high-pressure nozzle of the injection device through an ultrahigh-pressure alloy hard pipe and an ultrahigh-pressure rotary joint.
Preferably, in the high-pressure water jet double-slit coupled rock-breaking heading machine, the ultrahigh-pressure swivel joint is communicated with the high-pressure nozzle through an ultrahigh-pressure alloy hose.
Preferably, in the above-mentioned high pressure water jet double slit coupling rock breaking heading machine, the superhigh pressure rotary joint is fixed in the center of the second side of blade disc, just the output of superhigh pressure rotary joint connects a plurality of high pressure nozzle.
Preferably, in the above-mentioned high-pressure water jet double-slit coupling rock-breaking heading machine, the ultrahigh-pressure swivel joint includes:
an inlet section, wherein the inlet section is communicated with the ultrahigh pressure alloy hard pipe;
the outlet section is rotationally connected with the ultrahigh-pressure alloy hose, and the diameter of the outlet section is smaller than that of the inlet section;
a transition section connecting the inlet section and the outlet section.
Preferably, the high-pressure water jet double-slit coupling rock breaking heading machine further comprises a slag collecting hopper fixed to the edge of the cutter head.
According to the technical scheme, the high-pressure water jet double-slit coupling rock breaking heading machine is additionally provided with the injection device and the high-pressure liquid generation device, the running track of the injection device and the running track of the hob are concentric and adjacently arranged, and the high-pressure liquid generation device is communicated with the injection device to provide high-pressure liquid for the injection device. During operation, the high-pressure liquid generating device is started, the high-pressure liquid firstly cuts and sputters the face rock through the spraying device, so that the face rock firstly generates micro cracks or the existing cracks are further expanded, and then the hobbing cutters located on adjacent tracks further extrude and shear the face rock, so that the efficient and rapid construction of the heading machine is realized, the abrasion of the hobbing cutters can be reduced through the spraying of the ultrahigh-pressure liquid, and the service life of a TBM main shaft is prolonged.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art are briefly introduced below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a front sectional view of a high-pressure water jet double-slit coupling rock breaking heading machine disclosed in an embodiment of the invention;
FIG. 2 is a side view of the high-pressure water jet double-slit coupled rock breaking heading machine disclosed in the embodiment of the invention;
FIG. 3 is a track diagram of the operation of the hob of the high-pressure water jet double-slit coupling rock-breaking heading machine disclosed in the embodiment of the invention;
FIG. 4 is a cross-sectional view of an ultra high pressure swivel disclosed in an embodiment of the present invention;
fig. 5 is a sectional view of the high pressure nozzle disclosed in the embodiment of the present invention after installation.
Detailed Description
In view of the above, the core of the invention is to disclose a high-pressure water jet double-slit coupling rock-breaking heading machine, which reduces the abrasion of a hob.
In order that those skilled in the art will better understand the disclosure, the invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1-5, the invention discloses a high-pressure water jet double-slit coupling rock breaking heading machine, which comprises a cutter head 1, an injection device and a high-pressure water generating device. The first side surface of the cutter head 1 is provided with a hob 2, the hob 2 is a cutter for breaking rock, in practice, a plurality of hobs 2 may be arranged on the cutter head 1, and the installation positions are arranged along the circumferential direction of the cutter head 1; in order to reduce the abrasion of the hob 2, the injection device and the high-pressure liquid generation device are additionally arranged, the running track of the injection device is concentric with and adjacent to the running track of the hob 2, and the hob 2 and the injection device synchronously rotate when rotating due to the fact that the hob 1 is of a circular structure, and therefore the running track of the injection device and the running track of the hob 2 are circular. The injection device and the hob 2 are arranged adjacently in track, so that the hob 2 is assisted in rock breaking through the injection device. And high-pressure liquid generating device and injection apparatus intercommunication provide high-pressure liquid for injection apparatus, can set up according to the needs of difference to the pressure of liquid, and all in the protective range.
During operation, the high-pressure liquid generating device is started, the high-pressure liquid firstly cuts and sputters the face rock through the spraying device, so that the face rock firstly generates micro cracks or the existing cracks are further expanded, and then the hobbing cutters 2 located on adjacent tracks further extrude and shear the face rock, so that the efficient and rapid construction of the heading machine is realized, the abrasion of the hobbing cutters can be reduced through the spraying of the high-pressure liquid, and the service life of a TBM main shaft is prolonged.
In a preferred embodiment, the above-mentioned injection devices are two groups, and the operation tracks of the two groups of injection devices are distributed on two sides of the operation track of the hob 2. In practice, the injection device and the rotary cutter 2 are arranged at any position on the circumference of the respective cutter. The distance between the orbit of injection apparatus in this application and the orbit of hobbing cutter 2 is 80 ~ 150 mm. In practice, the device can be adjusted according to different rock hardness and liquid pressure, and is in a protection range.
In the embodiment, the spraying device comprises a high-pressure nozzle 5 and a nozzle protection device, wherein the high-pressure nozzle 5 is arranged on the cutter head 1, the running track of the high-pressure nozzle 5 is concentric and adjacent to the running track of the hob 2, and the high-pressure nozzle 5 is communicated with a high-pressure liquid generating device; the nozzle protector is covered outside the high-pressure nozzle 5 and has a through hole opposite to the outlet of the high-pressure nozzle 5 to ensure that the high-pressure liquid can be smoothly jetted from the outlet of the high-pressure nozzle 5. Specifically, the nozzle protection device is a metal protection cover 4 to ensure that the high-pressure nozzle 5 is not worn and damaged by rock debris on the face of the tunnel. In the working process, the distance between the high-pressure nozzle 5 and the rock tunnel face is about 30 mm. The specific distance can be set according to the pressure of the ultra-high pressure liquid and the hardness of the rock, and is within the protection range.
When the installation is carried out, the installation protective sleeve 6 is fixed on the cutter head 1, then the high-pressure nozzle 5 penetrates through the installation protective sleeve 6 and is fixed on the installation protective sleeve 6, and particularly is fixed on the second side face of the cutter head 1. Preferably, the high-pressure nozzle 5 is connected to the end of the mounting boot 6 on the second side by means of a bolt. The arrangement is convenient for replacing the high-pressure nozzle 5 from the rear side of the cutter head 1. When the high-pressure nozzle is replaced, the bolt is detached, then the high-pressure nozzle 5 is pulled out from the rear side of the cutter head 1, and the high-pressure nozzle 5 passes through the mounting protective sleeve 6 and is fixed on the mounting protective sleeve 6 after being replaced.
In a preferred embodiment, the high-pressure liquid generating apparatus includes: a pure water filter 7, an ultrahigh pressure embolism pump 8 and a power motor 9. Wherein, the pure water filter 7 is communicated with the output end of the water supply device; the ultrahigh pressure plug pump 8 is used for pressurizing water at the output end of the pure water filter 7 to 280MPa, and the output end of the ultrahigh pressure plug pump 8 is communicated with the injection device; the power motor 9 is electrically connected with the ultrahigh pressure embolism pump 8 to provide a power source for the ultrahigh pressure embolism pump 8. When the water purifier works, the pure water filter 7 filters water in the TBM water supply device so as to meet the water quality requirement of the ultrahigh pressure embolism pump 8; and starting the power motor 9, starting the ultrahigh pressure plug pump 8, applying work through the ultrahigh pressure plug pump 8, and pressurizing the low-pressure water to 280 MPa. Specifically, according to the system arrangement requirement, 8 ultrahigh pressure embolism pumps 8 are arranged in two groups, one group is 4, and one in each group is for standby. The rated working pressure of the ultrahigh pressure embolism pump 8 is 400MPa, the working flow of the single ultrahigh pressure embolism pump 8 is 38L/min, and the rated power of the single ultrahigh pressure embolism pump 8 is 200 kW.
In a further embodiment, the high-pressure water jet double-slit coupled rock breaking heading machine further comprises a control system, and the control system is used for controlling the start and stop of the power motor 9. The control system is adopted to control the power motor 9, automatic control can be achieved, specifically, the control system controls the power motor 9 to be started when the hob 2 is started, and high-pressure liquid is provided for the high-pressure nozzle 5. The control system may be a PLC controller.
In one embodiment, the ultra-high pressure plug pump 8 in the present application is connected to the high pressure nozzle 5 of the injection device through an ultra-high pressure alloy hard pipe 10, an ultra-high pressure swivel joint 12 and an ultra-high pressure alloy hose 11. Ultrahigh pressure water generated by the ultrahigh pressure embolism pump 8 is conveyed to an ultrahigh pressure rotary joint 12 at the back of the TBM cutter head 1 through an ultrahigh pressure alloy hard pipe 10, and the ultrahigh pressure rotary joint 12 can work safely while the TBM cutter head 1 rotates. The ultrahigh pressure alloy hard pipe 10 and the ultrahigh pressure rotary joint 12 are used as connecting pieces and conveying devices for conveying ultrahigh pressure liquid, so that the conveying stability of the ultrahigh pressure liquid can be ensured, and the problem of bursting is prevented.
In a further embodiment, the ultrahigh pressure swivel joint 12 is connected with the high pressure nozzle 5 through an ultrahigh pressure alloy hose 11, and the ultrahigh pressure alloy hose 11 is adopted to facilitate the connection between the ultrahigh pressure swivel joint 12 and the high pressure nozzle 5; in addition, when the high-pressure nozzle 5 sprays, the connected ultrahigh-pressure alloy hose 11 is not broken by vibration, and the service life is prolonged.
The ultrahigh pressure swivel joint 12 is fixed at the center of the second side surface of the cutter head 1, and the output end of the ultrahigh pressure swivel joint 12 is connected with the plurality of high pressure nozzles 5. The first side of the cutterhead 1 in this application is the front side and the second side is the back side. The high pressure swivel joint 12 is fixed on the back side to facilitate the distribution of the high pressure nozzles 5 and the hob 2. The ultrahigh pressure rotary joint 12 is arranged at the center of the cutter head 1, so that the distance from each high pressure nozzle 5 on the cutter head 1 to the ultrahigh pressure rotary joint 12 can be reduced, the specific installation position of the ultrahigh pressure rotary joint 12 is disclosed, and the ultrahigh pressure rotary joint can be also arranged at other positions of the cutter head 1 in practice according to the structural arrangement of the cutter head 1.
In still further embodiments, the ultra high pressure swivel 12 disclosed in the present application includes: the inlet section is communicated with the ultrahigh pressure alloy hard pipe 10; the outlet section is rotatably connected with the ultrahigh pressure alloy hose 11, and the diameter of the outlet section is smaller than that of the inlet section; a transition section connecting the inlet section and the outlet section. Specifically, the part of the cutterhead 1 close to the TBM in the ultrahigh pressure rotary joint 12 is a rotating part, namely an outlet section, and the part of the cutterhead 1 far away from the TBM is a non-rotating part, namely an inlet section. The ultrahigh pressure rotary joint 12 is divided into two rotating parts, so that the flexible connection between the ultrahigh pressure rotary joint 12 and the high pressure nozzle 5 can be further ensured. The water pressure in the ultrahigh pressure rotary joint 12 is 280MPa, and the design flow is 160L/min.
The high-pressure water jet double-slit coupling rock breaking heading machine disclosed in the application further comprises a slag collecting hopper 3 fixed at the edge of the cutter head 1. The high pressure nozzle 5 disclosed in this application is a jewel nozzle. 15 ultrahigh-pressure jewel nozzles are arranged on the cutter head 1, wherein 8 nozzles with the diameter of 0.53mm and 7 nozzles with the diameter of 0.74mm are arranged, and the corresponding nozzle flow rates are respectively 6.7L/min and 12.7L/min. The distance from the high-pressure nozzle 5 to the rock face is 30 mm.
In the industry, the ultrahigh pressure is defined when the pressure exceeds 150MPa, and the pressure can be set to be the ultrahigh pressure according to needs in the application. If the pressure is set to the ultrahigh pressure, the corresponding high-pressure nozzle 5 needs to be set to the ultrahigh-pressure nozzle.
The invention arranges an ultrahigh pressure jewel nozzle at the adjacent position of a coil 13 of a hob running track of a traditional TBM cutter head, and arranges an ultrahigh pressure water generating and conveying device on a TBM main machine and a matched trolley. Under the conditions of hard rock and superhard rock, the cutter head 1 rotates and simultaneously starts a high-pressure water jet system, high-pressure water jet sprayed by the gem nozzle cuts and sputters the rock on the tunnel face and performs extrusion and shearing coupling effects with the hob 2 of the TBM, so that the penetration of the hob 2 of the TBM is greatly improved, the rapid tunneling construction of the tunnel of the hard rock and the superhard rock is realized, meanwhile, the abrasion of the cutter is reduced, and the service life of the TBM is prolonged.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. The utility model provides a broken rock entry driving machine of high pressure water jet double slit coupling which characterized in that includes:
the cutter comprises a cutter head (1), wherein a hob (2) is installed on a first side surface of the cutter head (1);
the running track of the jetting device is concentric with and adjacent to the running track of the hob (2);
a high pressure liquid generating device in communication with the spray device.
2. The high-pressure water jet double-slit coupling rock breaking heading machine according to claim 1, wherein the number of the jetting devices is two, the running tracks of the two jetting devices are distributed on two sides of the running track of the hob, and the distance between the running track of the jetting devices and the running track of the hob is 80-150 mm.
3. The high-pressure water jet double-slit coupled rock breaking heading machine according to claim 1, wherein the injection device comprises:
the high-pressure nozzle (5) is mounted on the cutter head (1), the running track of the high-pressure nozzle (5) is concentric with and adjacent to the running track of the hob, and the high-pressure nozzle (5) is communicated with the high-pressure liquid generating device;
the nozzle protection device is covered on the outer side of the outlet end of the high-pressure nozzle (5) and is provided with a through hole opposite to the outlet of the high-pressure nozzle (5).
4. The high-pressure water jet double-slit coupling rock breaking heading machine according to claim 3, wherein the high-pressure nozzle (5) is installed on the cutter head (1) through an installation protective sleeve (6), the installation protective sleeve (6) penetrates through and is fixed on the cutter head (1), the high-pressure nozzle (5) penetrates through the installation protective sleeve (6) and is fixed at one end of the second side of the cutter head (1), and the second side is opposite to the first side.
5. The high-pressure water jet double-slit coupled rock breaking heading machine according to claim 3, wherein the high-pressure liquid generating device comprises:
the pure water filter (7), the said pure water filter (7) communicates with carry-out terminal of the water supply installation;
the ultrahigh pressure plug pump (8), the ultrahigh pressure plug pump (8) is used for pressurizing the water at the output end of the pure water filter (7) to 280MPa, and the output end of the ultrahigh pressure plug pump (8) is communicated with the injection device;
the power motor (9), the said power motor (9) is electrically connected with said ultra-high pressure embolism pump (8);
and the control system is used for controlling the start and stop of the power motor (9).
6. The high-pressure water jet double-slit coupling rock-breaking heading machine according to claim 5, wherein the ultrahigh-pressure plug pump (8) is connected with the high-pressure nozzle (5) of the injection device through an ultrahigh-pressure alloy hard pipe (10) and an ultrahigh-pressure rotary joint (12).
7. The high-pressure water jet double-slit coupling rock-breaking heading machine according to claim 6, wherein the ultrahigh-pressure swivel joint (12) is communicated with the high-pressure nozzle (5) through an ultrahigh-pressure alloy hose (11).
8. The high-pressure water jet double-slit coupling rock breaking heading machine according to claim 7, wherein the ultrahigh-pressure rotary joint (12) is fixed at the center of the second side surface of the cutterhead (1), and the output end of the ultrahigh-pressure rotary joint (12) is connected with the plurality of high-pressure nozzles (5).
9. The high-pressure water jet double-slit coupled rock-breaking heading machine according to claim 7, wherein the ultrahigh-pressure swivel joint (12) comprises:
an inlet section, which is communicated with the ultrahigh pressure alloy hard pipe (10);
the outlet section is rotationally connected with the ultrahigh-pressure alloy hose (11), and the diameter of the outlet section is smaller than that of the inlet section;
a transition section connecting the inlet section and the outlet section.
10. The high-pressure water jet double-slit coupled rock-breaking heading machine according to any one of claims 1-9, further comprising a slag collection hopper (3) fixed to the edge of the cutterhead (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911148339.5A CN110805447A (en) | 2019-11-21 | 2019-11-21 | High-pressure water jet double-slit coupling rock breaking heading machine |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911148339.5A CN110805447A (en) | 2019-11-21 | 2019-11-21 | High-pressure water jet double-slit coupling rock breaking heading machine |
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| CN110805447A true CN110805447A (en) | 2020-02-18 |
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| CN201911148339.5A Pending CN110805447A (en) | 2019-11-21 | 2019-11-21 | High-pressure water jet double-slit coupling rock breaking heading machine |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111624087A (en) * | 2020-04-20 | 2020-09-04 | 山东大学 | Horizontal jet-mechanical combined rock breaking test device and method |
| CN111636886A (en) * | 2020-04-20 | 2020-09-08 | 山东大学 | Modular jet-mechanical combined rock breaking cutter for rock breaking experiment platform |
| CN112160763A (en) * | 2020-10-16 | 2021-01-01 | 盾构及掘进技术国家重点实验室 | Tunnel boring machine cutter head of supplementary broken rock of high pressure water jet |
| CN112196564A (en) * | 2020-10-13 | 2021-01-08 | 盾构及掘进技术国家重点实验室 | Rotary valve group for rock breaking by combining high-pressure water jet and hobbing cutter |
| CN112483111A (en) * | 2020-11-04 | 2021-03-12 | 中国科学院武汉岩土力学研究所 | Rock ridge-free rock breaking method based on inclined high-pressure water jet and scraper arrangement |
| CN113338965A (en) * | 2020-08-14 | 2021-09-03 | 中铁工程装备集团有限公司 | Combined rock breaking construction method and tunneling equipment thereof |
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2019
- 2019-11-21 CN CN201911148339.5A patent/CN110805447A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111624087A (en) * | 2020-04-20 | 2020-09-04 | 山东大学 | Horizontal jet-mechanical combined rock breaking test device and method |
| CN111636886A (en) * | 2020-04-20 | 2020-09-08 | 山东大学 | Modular jet-mechanical combined rock breaking cutter for rock breaking experiment platform |
| CN111624087B (en) * | 2020-04-20 | 2021-08-27 | 山东大学 | Horizontal jet-mechanical combined rock breaking test device and method |
| US11630042B2 (en) | 2020-04-20 | 2023-04-18 | Shandong University | Horizontal jet-mechanical combined rock breaking test device and method |
| CN113338965A (en) * | 2020-08-14 | 2021-09-03 | 中铁工程装备集团有限公司 | Combined rock breaking construction method and tunneling equipment thereof |
| CN113338965B (en) * | 2020-08-14 | 2022-03-25 | 中铁工程装备集团有限公司 | Combined rock breaking construction method and tunneling equipment thereof |
| CN112196564A (en) * | 2020-10-13 | 2021-01-08 | 盾构及掘进技术国家重点实验室 | Rotary valve group for rock breaking by combining high-pressure water jet and hobbing cutter |
| CN112160763A (en) * | 2020-10-16 | 2021-01-01 | 盾构及掘进技术国家重点实验室 | Tunnel boring machine cutter head of supplementary broken rock of high pressure water jet |
| CN112483111A (en) * | 2020-11-04 | 2021-03-12 | 中国科学院武汉岩土力学研究所 | Rock ridge-free rock breaking method based on inclined high-pressure water jet and scraper arrangement |
| CN112483111B (en) * | 2020-11-04 | 2021-11-05 | 中国科学院武汉岩土力学研究所 | Rock ridge-free rock breaking method based on inclined high-pressure water jet and scraper arrangement |
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