CN108119157A - A kind of intelligent steering declines type mud water balance push bench and its pipeline construction technique - Google Patents

A kind of intelligent steering declines type mud water balance push bench and its pipeline construction technique Download PDF

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Publication number
CN108119157A
CN108119157A CN201810111214.4A CN201810111214A CN108119157A CN 108119157 A CN108119157 A CN 108119157A CN 201810111214 A CN201810111214 A CN 201810111214A CN 108119157 A CN108119157 A CN 108119157A
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CN
China
Prior art keywords
push bench
water balance
cutting tool
balance push
mud water
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
CN201810111214.4A
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Chinese (zh)
Inventor
于海滨
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.)
SHAOGUAN TIEYOU CONSTRUCTION MACHINE CO Ltd
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SHAOGUAN TIEYOU CONSTRUCTION MACHINE CO Ltd
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Filing date
Publication date
Application filed by SHAOGUAN TIEYOU CONSTRUCTION MACHINE CO Ltd filed Critical SHAOGUAN TIEYOU CONSTRUCTION MACHINE CO Ltd
Priority to CN201810111214.4A priority Critical patent/CN108119157A/en
Publication of CN108119157A publication Critical patent/CN108119157A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/10Making by using boring or cutting machines
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/13Devices for removing or hauling away excavated material or spoil; Working or loading platforms using hydraulic or pneumatic conveying means

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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)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

It declines type mud water balance push bench the present invention relates to a kind of intelligent steering, including starter, guide rod, pilot seal bar and head body, Cutting tool is equipped in the front end of head body, the center of Cutting tool is equipped with a main shaft, transfer gear is then equipped at the center of main shaft, the front end of transfer gear is fixedly connected with pilot seal bar, center cutter is then equipped between main shaft and transfer gear, then there is motor in the rear end of main shaft by speed reducer connection, the rear end of Cutting tool is equipped with to collect the soil pressure storehouse that Cutting tool cuts soil, soil pressure storehouse is connected by pipeline and by-passing valve with a sludge pipe with a water inlet pipe respectively.It can solve the problems, such as the common extremely difficult control in mud water balance push bench direction in construction, ensure that underground piping meets design requirement, while ensure that the smooth of pipeline construction, cost of labor when significantly reducing construction.

Description

A kind of intelligent steering declines type mud water balance push bench and its pipeline construction technique
Technical field
The invention belongs to technical field of pipeline construction, it is related to a kind of intelligent steering and declines type mud water balance push bench and its pipe Road construction technology.
Background technology
Existing underground pipeline construction mode is typically to use traditional mire water equilibrium tube equipment construction, due to the change of geology Change, the soft or hard unequal reason of soil layer causes the extremely difficult control of construction direction, easily causes heaving of the sea and the S-shaped of construction pipeline, passes The construction technology of system needs to waste substantial amounts of human and material resources, and high to construction personnel's skill set requirements.One qualified manipulator Must possess and integrate mechanical, electrical, liquid, light geologic knowledge, ordinary higher learning school graduate will operate warp by the practice of 3 years or more Testing can be on duty, and referring to Fig. 3, existing underground pipeline construction process is:It is beaten on the ground using horizontal directional drilling machine first One people's inclination section reaches horizontal jacking after designed elevation, and by received well to active well jacking, guiding is removed after reaching active well Drill bit replaces pilot seal bar, by guide type mud and water balance head along guide rail jacking.
The content of the invention
In order to overcome the disadvantages mentioned above of the prior art, the present invention provides a kind of intelligent steering and declines type mud water balance push bench And its pipeline construction technique, it can solve the problems, such as the common extremely difficult control in mud water balance push bench direction in construction, ensure ground Lower pipeline meets design requirement, while ensure that the smooth of pipeline construction, cost of labor when significantly reducing construction.
The technical solution adopted by the present invention to solve the technical problems is:A kind of intelligent steering declines type mire water equilibrium tube Machine including starter, guide rod, pilot seal bar and head body, is equipped with Cutting tool in the front end of head body, cuts The center of sharpener disk is equipped with a main shaft, is then equipped with transfer gear at the center of main shaft, the front end of transfer gear, which is fixedly connected with, leads To sealing bar, center cutter is then equipped between main shaft and transfer gear, then there are motor, bite in the rear end of main shaft by speed reducer connection The rear end of disk is equipped with to collect the soil pressure storehouse that Cutting tool cuts soil, soil pressure storehouse by pipeline and by-passing valve respectively with A piece sludge pipe is connected with a water inlet pipe.
A kind of intelligent steering declines the pipeline construction technique of type mud water balance push bench, and construction procedure is:
Active well and received well are excavated out first, utilize laser guide or any one orientation drill of wireless guiding or wired guiding Head gets a guide rail for meeting design requirement, then starter dismounting is left guide rod and guiding at received well Sealing bar simultaneously digs out active well, using active well hang in intelligent steering decline type mud water balance push bench and utilize intelligent steering formula The transfer gear realization of miniature mud water balance push bench front end is fixedly linked with pilot seal bar, is intelligently led using main top oil cylinder pushing To declining, type mud water balance push bench is promoted along guide rail direction, and a water inlet pipe and a spoil disposal are connected in soil pressure storehouse Pipe, soil pressure storehouse are connected by water inlet pipe and sludge pipe with the water pump on ground, so as to which the soil for cutting Cutting tool exists Merga pass sludge pipe is mixed under the action of water inlet water inlet tube with water to exclude.
The guide rod starter is arranged on the front end of pilot seal bar.
The starter can be wireless starter, wired starter or laser guide drill bit any one.
The positive effect of the present invention is:It can solve that common in construction mud water balance push bench direction is extremely rambunctious asks Topic, ensures that underground piping meets design requirement, while ensure that the smooth of pipeline construction, when significantly reducing construction manually into This.
Description of the drawings
Fig. 1 is that intelligent steering declines type mud water balance push bench structure diagram;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is existing process flow chart.
In figure:1- starters, 2- guide rods, 3- pilot seal bars, 4- transfer gears, 5- main shafts, 6- center cutters, 7- are cut Sharpener disk, 8- soil pressures storehouse, 9- speed reducers, 10- pipelines, 11- motors, 12- by-passing valves, 13- water inlet pipes, 14- sludge pipes, 15- water Flat directional drilling machine, 16- are oriented to mud and water balance head, 17- active wells, 18- received wells.
Specific embodiment
With reference to embodiment, the present invention is further described.
Referring to Fig. 1 and Fig. 2, a kind of intelligent steering declines type mud water balance push bench, including starter 1, guide rod 2nd, pilot seal bar 3 and head body are equipped with Cutting tool 7 in the front end of head body, and the center of Cutting tool 7 is equipped with one Root main shaft 5, is then equipped with transfer gear 4 at the center of main shaft 5, and the front end of transfer gear 4 is fixedly connected with pilot seal bar 3, main shaft 5 with Center cutter 6 is then equipped between transfer gear 4, then there are motor 11, the rear end of Cutting tool 7 in the rear end of main shaft 5 by the connection of speed reducer 9 Equipped with for collecting the soil pressure storehouse 8 that Cutting tool 7 cuts soil, soil pressure storehouse 8 by pipeline 10 and by-passing valve 12 respectively with A piece sludge pipe 14 is connected with a water inlet pipe 13.
A kind of intelligent steering declines 10 construction technology of pipeline of type mud water balance push bench, and construction procedure is:
Active well 17 and received well 18 are excavated out first, are led using laser guide or any one of wireless guiding or wired guiding A guide rail for meeting design requirement is got to drill bit 1, then the dismounting of starter 1 is left into orientation drill at received well 18 Bar 2 and pilot seal bar 3 simultaneously dig out active well 17, and hanging in intelligent steering using active well 17 declines type mud water balance push bench simultaneously It realizes and is fixedly linked with pilot seal bar 3 using the decline transfer gear 4 of type mud water balance push bench front end of intelligent steering, utilize master Top oil cylinder pushing intelligent steering declines type mud water balance push bench along the propulsion of guide rail direction, the interior connection one in soil pressure storehouse 8 Water inlet pipe 13 and a sludge pipe 14, soil pressure storehouse 8 are connected by water inlet pipe 13 and sludge pipe 14 with the water pump on ground, thus will The soil that Cutting tool 7 is cut mixes merga pass sludge pipe 14 with water under the action of the water inlet of water inlet pipe 13 and excludes.
2 starter 1 of guide rod is arranged on the front end of pilot seal bar 3.
The starter 1 can be it is wireless be oriented to, limited guiding or laser guide any one.
The present invention can solve the problems, such as the common extremely difficult control in mud water balance push bench direction in construction, ensure underground piping 10 meet design requirement, while ensure that pipeline 10 is constructed smooth, cost of labor when significantly reducing construction.

Claims (4)

  1. The type mud water balance push bench 1. a kind of intelligent steering declines, it is characterised in that:Including starter, guide rod, guiding Sealing bar and head body are equipped with Cutting tool in the front end of head body, and the center of Cutting tool is equipped with a main shaft, main Transfer gear is then equipped at the center of axis, the front end of transfer gear is fixedly connected with pilot seal bar, is then set between main shaft and transfer gear There is center cutter, then there is motor in the rear end of main shaft by speed reducer connection, and the rear end of Cutting tool is equipped with to collect Cutting tool The soil pressure storehouse of soil is cut, soil pressure storehouse is connected by pipeline and by-passing valve with a sludge pipe with a water inlet pipe respectively It is logical.
  2. The pipeline construction technique of type mud water balance push bench 2. a kind of intelligent steering as described in claim 1 declines, feature exist It is in construction procedure:
    Active well and received well are excavated out first, utilize laser guide or any one orientation drill of wireless guiding or wired guiding Head gets a guide rail for meeting design requirement, then starter dismounting is left guide rod and guiding at received well Sealing bar simultaneously digs out active well, using active well hang in intelligent steering decline type mud water balance push bench and utilize intelligent steering formula The transfer gear realization of miniature mud water balance push bench front end is fixedly linked with pilot seal bar, is intelligently led using main top oil cylinder pushing To declining, type mud water balance push bench is promoted along guide rail direction, and a water inlet pipe and a spoil disposal are connected in soil pressure storehouse Pipe, soil pressure storehouse are connected by water inlet pipe and sludge pipe with the water pump on ground, so as to which the soil for cutting Cutting tool exists Merga pass sludge pipe is mixed under the action of water inlet water inlet tube with water to exclude.
  3. The type mud water balance push bench 3. intelligent steering as described in claim 1 declines, it is characterised in that:The guide rod is oriented to Drill bit is arranged on the front end of pilot seal bar.
  4. The type mud water balance push bench 4. intelligent steering as described in claim 1 declines, it is characterised in that:The starter can be with Be wireless starter, wired starter or laser guide drill bit any one.
CN201810111214.4A 2018-02-05 2018-02-05 A kind of intelligent steering declines type mud water balance push bench and its pipeline construction technique Pending CN108119157A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810111214.4A CN108119157A (en) 2018-02-05 2018-02-05 A kind of intelligent steering declines type mud water balance push bench and its pipeline construction technique

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810111214.4A CN108119157A (en) 2018-02-05 2018-02-05 A kind of intelligent steering declines type mud water balance push bench and its pipeline construction technique

Publications (1)

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CN108119157A true CN108119157A (en) 2018-06-05

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108590692A (en) * 2018-07-02 2018-09-28 济南猫爪智能机械有限公司 Without foundation pit without pilot tunnel self-balancing pipe excavation method and device
CN109296380A (en) * 2018-11-26 2019-02-01 福建建中建设科技股份有限公司 A kind of intelligence push-bench and its pipe jacking construction method
CN109578003A (en) * 2018-11-16 2019-04-05 天津超威千斤顶有限公司 A kind of small-bore miniature mire water equilibrium tube excavator
CN111502683A (en) * 2020-04-26 2020-08-07 中山市智合环境技术有限责任公司 Mud-water balance pipe jacking method and device
CN111749618A (en) * 2020-07-20 2020-10-09 中山市智合环境技术有限责任公司 Laser guide drilling method and system based on double-wall drill rod
CN113550758A (en) * 2021-08-03 2021-10-26 广州市市政集团有限公司 Guide type miniature pipe jacking construction method

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2127348C1 (en) * 1996-12-06 1999-03-10 Всеволод Иоакимович Минаев Method and devices for driving bore-holes in ground at laying underground service lines under obstacle
JP2006104904A (en) * 2004-10-04 2006-04-20 Sanwa Kizai Co Ltd Two process type pipe burying method and device
CN103046637A (en) * 2012-12-21 2013-04-17 广州市市政集团有限公司 Pipe-jacking construction method utilizing pipeline augering
CN103398214A (en) * 2013-08-13 2013-11-20 上海力行工程技术发展有限公司 Muddy water balance push bench
CN104329094A (en) * 2014-10-13 2015-02-04 韶关市铁友建设机械有限公司 Screw pipe jacking machine and construction process thereof
CN204877481U (en) * 2015-08-13 2015-12-16 江苏锐成机械有限公司 Horizontal guiding twist bit
CN206545511U (en) * 2017-03-16 2017-10-10 吕忠涛 A kind of drilling device being applied under complex geological condition
CN207863967U (en) * 2018-02-05 2018-09-14 韶关市铁友建设机械有限公司 A kind of intelligent steering declines type mud water balance push bench

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2127348C1 (en) * 1996-12-06 1999-03-10 Всеволод Иоакимович Минаев Method and devices for driving bore-holes in ground at laying underground service lines under obstacle
JP2006104904A (en) * 2004-10-04 2006-04-20 Sanwa Kizai Co Ltd Two process type pipe burying method and device
CN103046637A (en) * 2012-12-21 2013-04-17 广州市市政集团有限公司 Pipe-jacking construction method utilizing pipeline augering
CN103398214A (en) * 2013-08-13 2013-11-20 上海力行工程技术发展有限公司 Muddy water balance push bench
CN104329094A (en) * 2014-10-13 2015-02-04 韶关市铁友建设机械有限公司 Screw pipe jacking machine and construction process thereof
CN204877481U (en) * 2015-08-13 2015-12-16 江苏锐成机械有限公司 Horizontal guiding twist bit
CN206545511U (en) * 2017-03-16 2017-10-10 吕忠涛 A kind of drilling device being applied under complex geological condition
CN207863967U (en) * 2018-02-05 2018-09-14 韶关市铁友建设机械有限公司 A kind of intelligent steering declines type mud water balance push bench

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108590692A (en) * 2018-07-02 2018-09-28 济南猫爪智能机械有限公司 Without foundation pit without pilot tunnel self-balancing pipe excavation method and device
CN109578003A (en) * 2018-11-16 2019-04-05 天津超威千斤顶有限公司 A kind of small-bore miniature mire water equilibrium tube excavator
CN109296380A (en) * 2018-11-26 2019-02-01 福建建中建设科技股份有限公司 A kind of intelligence push-bench and its pipe jacking construction method
CN111502683A (en) * 2020-04-26 2020-08-07 中山市智合环境技术有限责任公司 Mud-water balance pipe jacking method and device
CN111502683B (en) * 2020-04-26 2022-04-29 中山市智合环境技术有限责任公司 Mud-water balance pipe jacking method and device
CN111749618A (en) * 2020-07-20 2020-10-09 中山市智合环境技术有限责任公司 Laser guide drilling method and system based on double-wall drill rod
CN113550758A (en) * 2021-08-03 2021-10-26 广州市市政集团有限公司 Guide type miniature pipe jacking construction method

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