CN108518233A - A kind of underground grouting aggregate device - Google Patents

A kind of underground grouting aggregate device Download PDF

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Publication number
CN108518233A
CN108518233A CN201810619097.2A CN201810619097A CN108518233A CN 108518233 A CN108518233 A CN 108518233A CN 201810619097 A CN201810619097 A CN 201810619097A CN 108518233 A CN108518233 A CN 108518233A
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CN
China
Prior art keywords
main
pipe
bypass
valve
main feed
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
CN201810619097.2A
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Chinese (zh)
Inventor
郝小培
郝恒垒
袁春江
孟小堆
周洪亭
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.)
JIAOZUO CITY HENGLI HYDROGEOLOGY AND ENGINEERING Co Ltd
Original Assignee
JIAOZUO CITY HENGLI HYDROGEOLOGY AND ENGINEERING Co Ltd
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 JIAOZUO CITY HENGLI HYDROGEOLOGY AND ENGINEERING Co Ltd filed Critical JIAOZUO CITY HENGLI HYDROGEOLOGY AND ENGINEERING Co Ltd
Priority to CN201810619097.2A priority Critical patent/CN108518233A/en
Publication of CN108518233A publication Critical patent/CN108518233A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/40Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The invention discloses a kind of underground grouting aggregate devices, including supporting rack, clamp region and connection pin rod, support frame as described above is fixedly arranged above support base, and support base is bolted on together with connecting seat, the connecting seat is fixedly arranged above main channel pipe, and it is fixed with main feed pipeline on the left of the pipe of main channel, it is fixed with connecting flange on the left of the main feed pipeline, and it is provided with main feed mouth in the middle part of main feed pipeline, discharge valve is installed on the right side of the main channel pipe, second ball valve links together with bypass discharge nozzle, and bypass discharging pipe end is connected together with main discharge pipe.Underground grouting aggregate device, it is formed using main feed mouth and bypass-feed pipe and discharge port, main feed mouth is controlled by gate valve rod and is fed, bypass-feed mouth passes through the valve rod control charging that links, form the conveying that lose-lose material channel carries out aggregate, the transportation work of aggregate can be preferably carried out, the development of aggregate device industry is promoted.

Description

A kind of underground grouting aggregate device
Technical field
The present invention relates to subsurface investigation technical field, specially a kind of underground grouting aggregate device.
Background technology
It is required for the filling for carrying out aggregate will during mine down-hole, traffic tunnel, the drillings such as hydraulic engineering at present Hydraulic pressure is lived, then carries out cement injection sealing of hole, and existing aggregate conveying device is all the transportation work that single channel carries out aggregate, When underground is explored, the link that can not solve marginal not slurry side addition aggregate is badly in need of to solve disadvantage existing currently on the market The technology for improving aggregate device can preferably carry out the transportation work of aggregate, promote the development of aggregate device industry.
Invention content
The purpose of the present invention is to provide a kind of underground grouting aggregate devices, mentioned above in the background art existing to solve Aggregate conveying device be all single channel carry out aggregate transportation work the problem of.
To achieve the above object, the present invention provides the following technical solutions:A kind of underground grouting aggregate device, including support Frame, clamp region and connection pin rod, support frame as described above is fixedly arranged above support base, and support base is bolted with connecting seat Together, the connecting seat is fixedly arranged above main channel pipe, and is fixed with main feed pipeline, the main feed on the left of the pipe of main channel It is fixed with connecting flange on the left of pipeline, and is provided with main feed mouth in the middle part of main feed pipeline, by going out on the right side of the main channel pipe Material connecting flange is fixed together with main discharge pipe, and main discharge pipe right side central is provided with main discharge port, described Discharge valve is installed on the right side of the pipe of main channel, the second gate valve, and the second gate valve and the second valve are installed inside the main feed pipeline Bar is fixed together, and links together with connecting spring in the middle part of second valve rod, and connecting spring rear end and main feed pipeline Left side links together, and the first gate valve is equipped with inside the main discharge pipe, and the first gate valve and the first valve rod are fixed on one It rises, main feed pipeline rear is communicated with bypass-feed pipe, and bypass-feed pipe rear end links together with the first ball valve, institute It states and is connected together with bypass duct on the right side of the first ball valve, and bypass duct is connected together with the second ball valve, second ball Valve links together with bypass discharge nozzle, and bypasses discharging pipe end and be connected together with main discharge pipe.
Preferably, the connecting seat is rotatable on support base, and welds together in the middle part of connecting seat and main channel pipe.
Preferably, the main feed pipeline is identical with main discharge pipe planform, and main feed pipeline and main discharge nozzle Road is frustum cone structure above rear square-cylindrical, at the same the second valve rod installed on the outside of main feed pipeline by connecting spring with it is main into Material mouth is hinged, and the first valve rod installed on the outside of main discharge pipe is hinged on by connecting spring and main discharge pipe Together.
Preferably, the main feed pipeline, main channel pipe and main discharge pipe are connected together to form main aggregate and convey and lead to Road, and main feed pipeline, main channel pipe and main discharge pipe are that 304 stainless steels are constituted, while main feed pipeline and master Tube channel is structure as a whole.
Preferably, upper end is fixed with shaft in the middle part of the bypass duct, and is hinged in the middle part of shaft upper end and linkage valve rod Together, while the valve rod rear end that links is hinged by connecting pin rod in the middle part of clamp region, and bypass duct rear connects It is connected with discharge pipe.
Preferably, the bypass-feed pipe, the first ball valve, bypass duct, the second ball valve and bypass discharge nozzle are sequentially communicated Bypass aggregate transfer passage is formed together, and fixed body of rod upper end is connected to connecting rod in the middle part of the first ball valve and the second ball valve Together, while two groups of rod rear ends are hinged by connecting pin rod and clamp region.
Preferably, the connection pin rod sequentially passes through upper clamp plate, connecting rod and lower clamp plate and is fixed together, and upper clamp plate is under Clamping plate collectively forms clamp region.
Compared with prior art, the beneficial effects of the invention are as follows:Underground grouting aggregate device, structure setting is reasonable, adopts It is formed with main feed mouth and bypass-feed pipe and discharge port, the channel between main feed mouth and discharge port is main channel, bypass Channel between feed inlet and discharge port is bypass channel, and main feed mouth is controlled by gate valve rod and fed, and bypass-feed mouth is logical The control charging of linkage valve rod is crossed, the conveying that lose-lose material channel carries out aggregate is formed, can preferably carry out the transportation work of aggregate, Solve the problems, such as that marginal not slurry side addition aggregate is independent of each other when the exploration of underground, also solves large-scale aggregate and soft aggregate conveying is asked Topic.
Description of the drawings
Fig. 1 is structure of the invention schematic elevation view;
Fig. 2 is structure of the invention schematic top plan view.
In figure:1, supporting rack, 2, connecting seat, 3, main feed mouth, 4, connecting flange, 5, main feed pipeline, 6, upper clamp plate, 7, Lower clamp plate, 8, main channel pipe, 9, linkage valve rod, 10, discharging connecting flange, 11, main discharge pipe, the 12, first valve rod, 13, main Discharge port, 14, discharge valve, 15, support base, the 16, first gate valve, 17, shaft, 18, bypass duct, the 19, second valve rod, 20, even Connect spring, the 21, second gate valve, 22, bypass-feed pipe, the 23, first ball valve, 24, connecting rod, 25, clamp region, 26, discharge pipe, 27, connect pin rod, the 28, second ball valve, 29, bypass discharge nozzle.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
- 2 are please referred to Fig.1, the present invention provides a kind of technical solution:A kind of underground grouting aggregate device, including supporting rack 1, Clamp region 25 and connection pin rod 27, supporting rack 1 is fixedly arranged above support base 15, and support base 15 passes through bolt with connecting seat 2 It is fixed together, connecting seat 2 is fixedly arranged above main channel pipe 8, and pipe 8 left side in main channel is fixed with main feed pipeline 5, connecting seat 2 is rotatable on support base 15, and connecting seat 2 welds together with 8 middle part of main channel pipe, and 5 left side of main feed pipeline is fixed with Connecting flange 4, and the middle part of main feed pipeline 5 is provided with main feed mouth 3,8 right side of main channel pipe by discharge connecting flange 10 with Main discharge pipe 11 is fixed together, and 11 right side central of main discharge pipe is provided with main discharge port 13, and main channel pipe 8 is right Side is equipped with discharge valve 14, the second gate valve 21 is equipped with inside main feed pipeline 5, and the second gate valve 21 and the second valve rod 19 are fixed Together, main feed pipeline 5 is identical with 11 planform of main discharge pipe, and main feed pipeline 5 and main discharge pipe 11 are Frustum cone structure above square-cylindrical afterwards, at the same the second valve rod 19 for installing of 5 outside of main feed pipeline by connecting spring 20 with it is main into Material mouth 3 is hinged, and the first valve rod 12 that 11 outside of main discharge pipe is installed passes through connecting spring 20 and main discharge nozzle Road 11 is hinged, and main feed pipeline 5, main channel pipe 8 and main discharge pipe 11, which are connected together to form main aggregate and convey, to be led to Road, and main feed pipeline 5, main channel pipe 8 and main discharge pipe 11 are that 304 stainless steels are constituted, while main feed pipeline 5 Be structure as a whole with main channel pipe 8, the middle part of the second valve rod 19 links together with connecting spring 20, and 20 rear end of connecting spring and 5 left side of main feed pipeline links together, and the first gate valve 16, and the first gate valve 16 and first are equipped with inside main discharge pipe 11 Valve rod 12 is fixed together, and 5 rear of main feed pipeline is communicated with bypass-feed pipe 22, and 22 rear end of bypass-feed pipe and the first ball Valve 23 links together, and 23 right side of the first ball valve is connected together with bypass duct 18, and bypass duct 18 and the second ball valve 28 It is connected together, 18 middle part upper end of bypass duct is fixed with shaft 17, and 17 upper end of shaft is hinged on one with 9 middle part of linkage valve rod It rises, while hinged by connecting pin rod 27 in the middle part of link 9 rear end of valve rod and clamp region 25, and after bypass duct 18 Side is communicated with discharge pipe 26, and connection pin rod 27 sequentially passes through upper clamp plate 6, connecting rod 24 and lower clamp plate 7 and is fixed together, and upper folder Plate 6 and lower clamp plate 7 collectively form clamp region 25, and the second ball valve 28 links together with bypass discharge nozzle 29, and bypasses discharging 29 end of pipe is connected together with main discharge pipe 11, bypass-feed pipe 22, the first ball valve 23, bypass duct 18, the second ball valve 28 be sequentially communicated with bypass discharge nozzle 29 together with form bypass aggregate transfer passage, and in the first ball valve 23 and the second ball valve 28 The fixed body of rod upper end in portion links together with connecting rod 24, while two groups of 24 rear ends of connecting rod are by connecting pin rod 27 and clamp region 25 is hinged.
Operation principle:When using underground grouting aggregate device, first when adding aggregate, first passes through and pull main discharge port The first valve rod 12 on the first gate valve 16 installed at 13, and then carry out release, pressure is 200 kilograms before release, after unsnatching pressure, is pulled The second valve rod 19 on the second gate valve 21 installed at lower main feed mouth 3, while making the valve rod of linkage valve rod 9 towards main discharge port 13 movements, at this time the second ball valve 28 closing, the first ball valve 23 are opened, respectively to main channel pipe 8 and bypass duct 18 plus aggregate, bone After material is filled it up with, the second gate valve 21 at main feed mouth 3 is closed, the valve rod of linkage valve rod 9 is made to be moved towards main feed mouth 3, this When the second ball valve 28 open, the first ball valve 23 close, then open the first gate valve 16 of main discharge port 13 again, aggregate outflow, this Outer main channel pipe 8 is obliquely installed around the rotation of support base 15, and aggregate is facilitated to flow out, and here it is underground exploration aggregate devices to work Whole process.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace And modification, the scope of the present invention is defined by the appended.

Claims (7)

1. a kind of underground grouting aggregate device, including supporting rack(1), clamp region(25)With connection pin rod(27), feature exists In:Support frame as described above(1)It is fixedly arranged above support base(15), and support base(15)With connecting seat(2)It is bolted on one It rises, the connecting seat(2)It is fixedly arranged above main channel pipe(8), and main channel is managed(8)Left side is fixed with main feed pipeline(5), institute State main feed pipeline(5)Left side is fixed with connecting flange(4), and main feed pipeline(5)Middle part is provided with main feed mouth(3), institute State main channel pipe(8)Right side passes through the connecting flange that discharges(10)With main discharge pipe(11)It is fixed together, and main discharging Pipeline(11)Right side central is provided with main discharge port(13), the main channel pipe(8)Right side is equipped with discharge valve(14), the master Feed pipe(5)Inside is equipped with the second gate valve(21), and the second gate valve(21)With the second valve rod(19)It is fixed together, it is described Second valve rod(19)Middle part and connecting spring(20)It links together, and connecting spring(20)Rear end and main feed pipeline(5)It is left Side links together, the main discharge pipe(11)Inside is equipped with the first gate valve(16), and the first gate valve(16)With the first valve Bar(12)It is fixed together, the main feed pipeline(5)Rear is communicated with bypass-feed pipe(22), and bypass-feed pipe(22)Afterwards End and the first ball valve(23)It links together, first ball valve(23)Right side and bypass duct(18)It is connected together, and other Road pipeline(18)With the second ball valve(28)It is connected together, second ball valve(28)With bypass discharge nozzle(29)It is connected to one It rises, and bypasses discharge nozzle(29)End and main discharge pipe(11)It is connected together.
2. a kind of underground grouting aggregate device according to claim 1, it is characterised in that:The connecting seat(2)It is supporting Seat(15)It is upper rotatable, and connecting seat(2)It is managed with main channel(8)Middle part welds together.
3. a kind of underground grouting aggregate device according to claim 1, it is characterised in that:The main feed pipeline(5)With Main discharge pipe(11)Planform is identical, and main feed pipeline(5)With main discharge pipe(11)It is circle above rear square-cylindrical Platform structure, while main feed pipeline(5)Second valve rod of outside installation(19)Pass through connecting spring(20)With main feed mouth(3)Hinge It is connected together, and main discharge pipe(11)First valve rod of outside installation(12)Pass through connecting spring(20)With main discharge pipe (11)It is hinged.
4. a kind of underground grouting aggregate device according to claim 1, it is characterised in that:The main feed pipeline(5), it is main Tube channel(8)With main discharge pipe(11)It is connected together to form main aggregate transfer passage, and main feed pipeline(5), main channel Pipe(8)With main discharge pipe(11)It is that 304 stainless steels are constituted, while main feed pipeline(5)It is managed with main channel(8)It is one Body structure.
5. a kind of underground grouting aggregate device according to claim 1, it is characterised in that:The bypass duct(18)Middle part Upper end is fixed with shaft(17), and shaft(17)Upper end and linkage valve rod(9)Middle part is hinged, while the valve rod that links(9) Rear end and clamp region(25)Middle part is by connecting pin rod(27)It is hinged, and bypass duct(18)Rear, which is communicated with, unloads Pipe material(26).
6. a kind of underground grouting aggregate device according to claim 1, it is characterised in that:The bypass-feed pipe(22)、 First ball valve(23), bypass duct(18), the second ball valve(28)With bypass discharge nozzle(29)It is sequentially communicated and forms bypass together Aggregate transfer passage, and the first ball valve(23)With the second ball valve(28)The fixed body of rod upper end in middle part and connecting rod(24)It is connected to one It rises, while two groups of connecting rods(24)Rear end is by connecting pin rod(27)With clamp region(25)It is hinged.
7. a kind of underground grouting aggregate device according to claim 5, it is characterised in that:The connection pin rod(27)Successively Across upper clamp plate(6), connecting rod(24)And lower clamp plate(7)It is fixed together, and upper clamp plate(6)And lower clamp plate(7)Collectively form folder Harden structure(25).
CN201810619097.2A 2018-06-15 2018-06-15 A kind of underground grouting aggregate device Pending CN108518233A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810619097.2A CN108518233A (en) 2018-06-15 2018-06-15 A kind of underground grouting aggregate device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810619097.2A CN108518233A (en) 2018-06-15 2018-06-15 A kind of underground grouting aggregate device

Publications (1)

Publication Number Publication Date
CN108518233A true CN108518233A (en) 2018-09-11

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CN201810619097.2A Pending CN108518233A (en) 2018-06-15 2018-06-15 A kind of underground grouting aggregate device

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Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201401178Y (en) * 2009-03-31 2010-02-10 中煤第七十一工程处 Grouting device for mine and underground water plugging
CN201502733U (en) * 2009-07-22 2010-06-09 常州市智通树脂有限公司 Pneumatic ball valve
CN101967828A (en) * 2010-10-25 2011-02-09 山东大学 Underground gushing water borehole aggregate addition system and process thereof
CN102304469A (en) * 2011-09-16 2012-01-04 博能盛诺(北京)生物质能源科技有限公司 Injection type feeding and slag discharging apparatus used for delivering straw fiber materials
CN104047904A (en) * 2013-03-11 2014-09-17 济南星火技术发展有限公司 Particle fluid pumping equipment controlled by double-rod type cylinder and four-way ball valve
CN104139984A (en) * 2014-07-21 2014-11-12 浙江大学 Novel coal-water separation type solid pipeline coal transporting system and transporting method thereof
CN104653199A (en) * 2015-01-13 2015-05-27 山东大学 Multifunctional informatization grouting device and relevant grouting method thereof
CN105171925A (en) * 2015-09-29 2015-12-23 中联重科股份有限公司 Stirring equipment
CN105735938A (en) * 2016-04-27 2016-07-06 安徽恒源煤电股份有限公司 Method and device for hydrostatic sandglass based bore water bursting blockage
CN206093518U (en) * 2016-10-17 2017-04-12 成都西部石油装备股份有限公司 Detritus pump conveyer
CN206415081U (en) * 2017-01-21 2017-08-18 上海良田化工有限公司 Reactor charging system
CN206444263U (en) * 2017-01-22 2017-08-29 浙江建华集团过滤机有限公司 A kind of press filteration system of lane change conveying mechanism and application the lane change conveying mechanism
CN107940001A (en) * 2017-12-02 2018-04-20 冯金楷 A kind of connecting pipe of water meter gate valve
CN208294538U (en) * 2018-06-15 2018-12-28 焦作市恒利水文地质工程有限责任公司 A kind of underground grouting aggregate device

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201401178Y (en) * 2009-03-31 2010-02-10 中煤第七十一工程处 Grouting device for mine and underground water plugging
CN201502733U (en) * 2009-07-22 2010-06-09 常州市智通树脂有限公司 Pneumatic ball valve
CN101967828A (en) * 2010-10-25 2011-02-09 山东大学 Underground gushing water borehole aggregate addition system and process thereof
CN102304469A (en) * 2011-09-16 2012-01-04 博能盛诺(北京)生物质能源科技有限公司 Injection type feeding and slag discharging apparatus used for delivering straw fiber materials
CN104047904A (en) * 2013-03-11 2014-09-17 济南星火技术发展有限公司 Particle fluid pumping equipment controlled by double-rod type cylinder and four-way ball valve
CN104139984A (en) * 2014-07-21 2014-11-12 浙江大学 Novel coal-water separation type solid pipeline coal transporting system and transporting method thereof
CN104653199A (en) * 2015-01-13 2015-05-27 山东大学 Multifunctional informatization grouting device and relevant grouting method thereof
CN105171925A (en) * 2015-09-29 2015-12-23 中联重科股份有限公司 Stirring equipment
CN105735938A (en) * 2016-04-27 2016-07-06 安徽恒源煤电股份有限公司 Method and device for hydrostatic sandglass based bore water bursting blockage
CN206093518U (en) * 2016-10-17 2017-04-12 成都西部石油装备股份有限公司 Detritus pump conveyer
CN206415081U (en) * 2017-01-21 2017-08-18 上海良田化工有限公司 Reactor charging system
CN206444263U (en) * 2017-01-22 2017-08-29 浙江建华集团过滤机有限公司 A kind of press filteration system of lane change conveying mechanism and application the lane change conveying mechanism
CN107940001A (en) * 2017-12-02 2018-04-20 冯金楷 A kind of connecting pipe of water meter gate valve
CN208294538U (en) * 2018-06-15 2018-12-28 焦作市恒利水文地质工程有限责任公司 A kind of underground grouting aggregate device

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