CN108505941B - A kind of offshore wind farm drill hole of drilling machine construction technology - Google Patents
A kind of offshore wind farm drill hole of drilling machine construction technology Download PDFInfo
- Publication number
- CN108505941B CN108505941B CN201810186254.5A CN201810186254A CN108505941B CN 108505941 B CN108505941 B CN 108505941B CN 201810186254 A CN201810186254 A CN 201810186254A CN 108505941 B CN108505941 B CN 108505941B
- Authority
- CN
- China
- Prior art keywords
- drilling
- drilling machine
- drill bit
- guider
- drill
- 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.)
- Active
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 83
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 238000005516 engineering process Methods 0.000 title claims abstract description 9
- 238000000034 method Methods 0.000 claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 239000011248 coating agent Substances 0.000 claims description 6
- 238000000576 coating method Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 6
- 230000035515 penetration Effects 0.000 claims description 6
- 239000011435 rock Substances 0.000 claims description 4
- 239000013535 sea water Substances 0.000 claims description 4
- 239000003638 chemical reducing agent Substances 0.000 claims description 3
- 238000005265 energy consumption Methods 0.000 claims description 3
- 238000011010 flushing procedure Methods 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 230000003020 moisturizing effect Effects 0.000 claims description 3
- 238000012546 transfer Methods 0.000 claims description 3
- 230000006641 stabilisation Effects 0.000 claims 1
- 238000011105 stabilization Methods 0.000 claims 1
- 230000032258 transport Effects 0.000 abstract 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 2
- 235000011613 Pinus brutia Nutrition 0.000 description 2
- 241000018646 Pinus brutia Species 0.000 description 2
- 239000010720 hydraulic oil Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 239000003381 stabilizer Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 230000005684 electric field Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000003129 oil well Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 231100000241 scar Toxicity 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/12—Underwater drilling
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
- E21B21/06—Arrangements for treating drilling fluids outside the borehole
- E21B21/063—Arrangements for treating drilling fluids outside the borehole by separating components
- E21B21/065—Separating solids from drilling fluids
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a kind of offshore wind farm drill hole of drilling machine construction technology, include the following steps: A, assembling drilling machine and debug, and transports to steady stake table top；B, drilling system is lifted to drilling machine over-assemble using 800T crane and is put into steady stake platform；C, it is connected to the hydraulic circuit of drill bit of drilling machine and guider, operate hydraulic valve makes drill bit and guider extend to designated diameter by oil cylinder；D, the hydraulic circuit of drill bit and guider is cut off, drilling tool size is locked, drills later, the bore process that the present invention uses is simple, and drilling efficiency is high, and highly-safe.
Description
Technical field
The present invention relates to drill hole of drilling machine technical field, specially a kind of offshore wind farm drill hole of drilling machine construction technology.
Background technique
Drilling machine is widely used in mine locating, railway, highway, bridge, water conservancy and hydropower, tunnel, well, anchor pole, small-bore diamond
The probing of rock core wire line coring, work China Democratic National Construction Association, engineer geological prospecting, ground source heat drilling, coal bed gas probing, the drilling of rigs against outburst etc..
Drilling machine can classification by use, as rock-core borer, oil-well rig, survey for the purpose of locating hydrogeological resources and water drilling rig, engineering geologic investigation bore
Machine, underground drill rig and engineering construction drilling machine etc..Drilling machine can be divided into four classes: impact drill by drilling method, and be divided into steel wire
Rope two kinds of impact type, drill steel hits formula drilling machines.Rotary drill, and it is divided into following three: vertical shaft type -- hand handle is fed formula, spiral shell
Revolve differential feed formula, hydraulic cylinder feed churn；Rotating disc type -- steel cable adds and subtracts pressure type, hydraulic cylinder adds and subtracts pressure type drilling machine；It moves back to
Turn device formula -- all-hydraulic power head formula, mechanical power head churn.Vibrodrill.Combinationdrill: vibrate, impact, turn round,
The drilling machine that the functions such as static pressure are combined with each other in a manner of various combination.Currently, marine wind electric field drill hole of drilling machine complex process, drilling
Low efficiency, and security performance is low.
Summary of the invention
The purpose of the present invention is to provide a kind of offshore wind farm drill hole of drilling machine construction technologies, to solve in above-mentioned background technique
The problem of proposition.
To achieve the above object, the invention provides the following technical scheme: a kind of offshore wind farm drill hole of drilling machine construction technology, packet
Include following steps:
A, assemble and drilling machine and debug, ancillary equipment is overhauled in harbour, prepare enough material accessory, by drilling machine and ancillary equipment and
Material is transported to construction site, and every bench drill machine is equipped with two drill bits, and one is used to construct, another maintenance is spare；Drill bit,
Stabilizer is assembled in harbour, carries out whole Transporting using ship, and transport to steady stake table top, and will with Special Locking device
Drilling machine and steady stake platform are fixed and the test-run a machine that is powered；
B, drilling system is lifted to drilling machine using 800T crane, and assembles and is put into steady stake platform；
C, it is connected to the hydraulic circuit of drill bit of drilling machine and guider, operation hydraulic valve extends drill bit and guider by oil cylinder
To designated diameter；
D, the hydraulic circuit of drill bit and guider is cut off, drilling tool size is locked, drills later；
E, continue to transfer drill bit to sea bed face and prepare to drill；
F, it switches on the pump into steel sleeve and moisturizing and to keep head height；
G, starting air compressor machine calm the anger reacting cycle hole flushing drilling, coating creep into directly to marine discharge, rate of water make-up should be kept
Greater than discharge amount, so that it is guaranteed that head height in steel sleeve；
H, drilling depth removes boring mud by using vibrating screen after coating instead, and seawater recycles, and reduces rate of water make-up, reduces
Energy consumption；
I, boring procedure should constantly adjust drilling parameter according to rate of penetration, it is ensured that hard rock section rate of penetration 100~
Between 200mm/h；
J, it pulls out of hole in time after drilling to designed elevation, hydraulic oil should be connected in time before through diameter 5m steel sleeve reducer
Road bounces back drill bit and guider to minimum dimension；The plasma discharge amount of drilling machine and the rate of water make-up of water pump will keep balancing, and prevent steel-pipe pile
The interior water surface is too low；
K, after the completion of drilling construction, drilling machine is removed into lifting to ship board origin-location and is bound secured.
Preferably, drilling system includes drill bit, guider, transit joint, support tube in the step B.
Compared with prior art, the beneficial effects of the present invention are: the bore process that uses of the present invention is simple, drilling efficiency
Height, and it is highly-safe；In the present invention, 800T crane is hung into always drilling machine ontology in boring procedure, not exclusively pine hook, when
When " bust " occurs, drilling machine weight can be made to be not loaded on foundation pile, the risk of " bust " is effectively reduced；Using upper bore
Diameter is smaller, expands bore diameter after entering mud again when reaching certain；Keep foundation pile bottom root face larger, thus to a certain extent
Prevent " bust " risk.
Detailed description of the invention
Fig. 1 is present invention drilling schematic diagram.
Specific embodiment
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 description, 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.
Referring to Fig. 1, the present invention provides a kind of technical solution: a kind of offshore wind farm drill hole of drilling machine construction technology, including such as
Lower step:
A, assemble and drilling machine and debug, ancillary equipment is overhauled in harbour, prepare enough material accessory, by drilling machine and ancillary equipment and
Material is transported to construction site, and every bench drill machine is equipped with two drill bits, and one is used to construct, another maintenance is spare；Drill bit,
Stabilizer is assembled in harbour, carries out whole Transporting using ship, and transport to steady stake table top, and will with Special Locking device
Drilling machine and steady stake platform are fixed and the test-run a machine that is powered；
B, drilling system is lifted to drilling machine using 800T crane, and assembles and is put into steady stake platform；
C, it is connected to the hydraulic circuit of drill bit of drilling machine and guider, operation hydraulic valve extends drill bit and guider by oil cylinder
To designated diameter；
D, the hydraulic circuit of drill bit and guider is cut off, drilling tool size is locked, drills later；
E, continue to transfer drill bit to sea bed face and prepare to drill；
F, it switches on the pump into steel sleeve and moisturizing and to keep head height；
G, starting air compressor machine calm the anger reacting cycle hole flushing drilling, coating creep into directly to marine discharge, rate of water make-up should be kept
Greater than discharge amount, so that it is guaranteed that head height in steel sleeve；
H, drilling depth removes boring mud by using vibrating screen after coating instead, and seawater recycles, and reduces rate of water make-up, reduces
Energy consumption；
I, boring procedure should constantly adjust drilling parameter according to rate of penetration, it is ensured that hard rock section rate of penetration 100~
Between 200mm/h；
J, it pulls out of hole in time after drilling to designed elevation, hydraulic oil should be connected in time before through diameter 5m steel sleeve reducer
Road bounces back drill bit and guider to minimum dimension；The plasma discharge amount of drilling machine and the rate of water make-up of water pump will keep balancing, and prevent steel-pipe pile
The interior water surface is too low；
K, after the completion of drilling construction, drilling machine is removed into lifting to ship board origin-location and is bound secured.
Wherein, drilling system includes drill bit 1, guider 2, transit joint 3, support tube 4 in step B.
In the present invention, if distance is larger between foundation pile bottom and stable scar when drilling, caving ground is sudden and violent in hole
When revealing more, directlying adopt seawater drilling would tend to occur collapse hole, influence construction safety, therefore need to be using mud circulation drilling.
In the present invention, 800T crane is hung into always drilling machine ontology in boring procedure, not exclusively pine hook, works as generation
When " bust ", drilling machine weight can be made to be not loaded on foundation pile, the risk of " bust " is effectively reduced；Using upper bore diameter
It is smaller, expand bore diameter after entering mud again when reaching certain；Keep foundation pile bottom root face larger, to prevent to a certain extent
" bust " risk.
The bore process that the present invention uses is simple, and drilling efficiency is high, and highly-safe.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (2)
1. a kind of offshore wind farm drill hole of drilling machine construction technology, characterized by the following steps:
A, it assembles drilling machine and debugs, ancillary equipment is overhauled in harbour, material accessory is prepared enough, by drilling machine and ancillary equipment and material
It is transported to construction site, every bench drill machine is equipped with two drill bits, and one is used to construct, another maintenance is spare；Drill bit, stabilization
Device is assembled in harbour, carries out whole Transporting using ship, and transport to steady stake table top, and with Special Locking device by drilling machine
It is fixed with steady stake platform and the test-run a machine that is powered；
B, drilling system is lifted to drilling machine using 800T crane, and assembles and is put into steady stake platform；
C, it is connected to the hydraulic circuit of drill bit of drilling machine and guider, operate hydraulic valve makes drill bit and guider extend to finger by oil cylinder
Determine diameter；
D, the hydraulic circuit of drill bit and guider is cut off, drilling tool size is locked, drills later；
E, continue to transfer drill bit to sea bed face and prepare to drill；
F, it switches on the pump into steel sleeve and moisturizing and to keep head height；
G, starting air compressor machine calm the anger reacting cycle hole flushing drilling, coating creep into directly to marine discharge, rate of water make-up should be kept to be greater than
Discharge amount, so that it is guaranteed that head height in steel sleeve；
H, drilling depth removes boring mud by using vibrating screen after coating instead, and seawater recycles, and reduces rate of water make-up, reduces energy
Consumption；
I, boring procedure should constantly adjust drilling parameter according to rate of penetration, it is ensured that hard rock section rate of penetration is in 100~200mm/h
Between；
J, it pulls out of hole in time after drilling to designed elevation, hydraulic circuit should be connected in time before through diameter 5m steel sleeve reducer and returned
Contracting drill bit and guider are to minimum dimension；The plasma discharge amount of drilling machine and the rate of water make-up of water pump will keep balancing, and prevent in steel-pipe pile
The water surface is too low；
K, after the completion of drilling construction, drilling machine is removed into lifting to ship board origin-location and is bound secured.
2. a kind of offshore wind farm drill hole of drilling machine construction technology according to claim 1, it is characterised in that: in the step B
Drilling system includes drill bit, guider, transit joint, support tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810186254.5A CN108505941B (en) | 2018-03-07 | 2018-03-07 | A kind of offshore wind farm drill hole of drilling machine construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810186254.5A CN108505941B (en) | 2018-03-07 | 2018-03-07 | A kind of offshore wind farm drill hole of drilling machine construction technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108505941A CN108505941A (en) | 2018-09-07 |
| CN108505941B true CN108505941B (en) | 2019-08-13 |
Family
ID=63377321
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810186254.5A Active CN108505941B (en) | 2018-03-07 | 2018-03-07 | A kind of offshore wind farm drill hole of drilling machine construction technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108505941B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364501A (en) * | 2020-03-28 | 2020-07-03 | 江苏龙源振华海洋工程有限公司 | Offshore booster station jacket leveling construction process |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103898909B (en) * | 2014-03-10 | 2016-01-27 | 中交一航局第三工程有限公司 | Naked petrographic province steel trestle pile foundation ring cutting method plants a technique |
| CN204370469U (en) * | 2014-12-24 | 2015-06-03 | 广州华申建设工程管理有限公司 | A kind of drilled pile long leg jacket offshore wind turbine foundation |
| CN105862905B (en) * | 2016-05-27 | 2018-06-22 | 福建省新能海上风电研发中心有限公司 | A kind of embedding rock single-pile foundation of offshore wind farm and its construction method |
| CN205917724U (en) * | 2016-06-28 | 2017-02-01 | 江苏海上龙源风力发电有限公司 | Do not have marine fan of grout and inlay rock single pile basis |
| CN106120839B (en) * | 2016-07-12 | 2018-03-27 | 中交第三航务工程局有限公司 | A kind of construction technology of off-lying sea blower foundation embedded rock pile |
| CN106759432A (en) * | 2016-11-24 | 2017-05-31 | 福建永强岩土股份有限公司 | A kind of construction method of offshore wind farm super-large diameter piling bar |
-
2018
- 2018-03-07 CN CN201810186254.5A patent/CN108505941B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN108505941A (en) | 2018-09-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106245626A (en) | A kind of hard formation churning driven enters method | |
| CN205349223U (en) | Drilling equipment for building | |
| Ledgerwood Jr | Efforts to develop improved oilwell drilling methods | |
| CN110439463A (en) | Mined-out Area control injected hole pore-creating technique | |
| KR20090128094A (en) | Apparatus for drilling having adjusting mud density | |
| CN111577118B (en) | Mechanical rapid hole forming construction method for slide-resistant pile | |
| CN112727352A (en) | Gas-lift reverse circulation down-the-hole hammer drill driven by rotary drilling rig and use method thereof | |
| CN203584301U (en) | Hole guide equipment | |
| CN107893628B (en) | Through Air Reverse Circulation down-hole hammer drilling technology | |
| CN104499496A (en) | Device for rapidly taking oil under deep-water condition | |
| CN103277037A (en) | Pipe pile leading-hole construction method under boulder cluster geological condition | |
| CN116220546A (en) | Construction method for combining super-thick hard rock condition large-diameter long piles into holes | |
| CN108505941B (en) | A kind of offshore wind farm drill hole of drilling machine construction technology | |
| WO2024088229A1 (en) | Non-rotating down-the-hole hammer drilling machine and use method thereof | |
| CN113107355A (en) | Swinging and rotating mud reverse circulation down-the-hole hammer drill and use method thereof | |
| CN112943084A (en) | Mud reverse circulation down-the-hole hammer drill and use method thereof | |
| CN219953220U (en) | Hammer mechanism is established under sea area engineering probing | |
| CN112727350A (en) | Using method of drill rod suspension type down-the-hole hammer drill and down-the-hole hammer drill | |
| CN204754762U (en) | Drilling equipment for building | |
| CN107461208B (en) | A kind of contact pipeline well and construction method on inclined orebody | |
| CN102828692A (en) | Pneumatic drilling method for casing pipe type spiral drilling machine | |
| CN103452473B (en) | One utilizes tunneling boring high counterweight drill bit device to carry out small-diameter deep well construction method | |
| CN205638222U (en) | Rig for oil development | |
| CN215485888U (en) | Drill rod rotation suspension type down-the-hole hammer drill | |
| CN108442881A (en) | A kind of drilling machine assembling construction technology |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |