CN109444981A - A kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method - Google Patents

A kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method Download PDF

Info

Publication number
CN109444981A
CN109444981A CN201811455473.5A CN201811455473A CN109444981A CN 109444981 A CN109444981 A CN 109444981A CN 201811455473 A CN201811455473 A CN 201811455473A CN 109444981 A CN109444981 A CN 109444981A
Authority
CN
China
Prior art keywords
platform
upper layer
autocontrol
aqueous vapor
solenoid valve
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
CN201811455473.5A
Other languages
Chinese (zh)
Inventor
练继建
叶方帝
王海军
郭耀华
董霄峰
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.)
Tianjin University
Original Assignee
Tianjin University
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 Tianjin University filed Critical Tianjin University
Priority to CN201811455473.5A priority Critical patent/CN109444981A/en
Publication of CN109444981A publication Critical patent/CN109444981A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V9/00Prospecting or detecting by methods not provided for in groups G01V1/00 - G01V8/00
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C13/00Surveying specially adapted to open water, e.g. sea, lake, river or canal

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geophysics (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

The invention belongs to offshore wind power foundation technical fields, disclose a kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method, survey platform includes the cylinder-shaped foundation structure that barrel and top plate are constituted, and the partition and subdivision plate inside cylinder-shaped foundation structure are divided into multiple upper layer cabins and lower layer cabin;Each upper layer cabin is configured with solenoid valve and internally piloted valve, and top plate top is equipped with jacket and workbench, and jacket and cylinder-shaped foundation structure are internally provided with probing active well;The present invention is precisely controlled ballast water in upperdeck room by solenoid valve and internally piloted valve co-ordination, makes survey platform smooth transport, sinking, facilitates recycling after acquiring data.The present invention utilizes aqueous vapor automatic control characteristic, operate survey platform in towage, sinking, removal process freely, it realizes and exploration in situ is carried out to the sea surface soil body, platform structure is simple, installation and transportation are convenient, economic and reliable, highly-safe, substantially increases seafari efficiency.

Description

A kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method
Technical field
The invention belongs to offshore wind power foundation technical fields, in particular to a kind of establish in novel wide shallow formula cylinder Aqueous vapor autocontrol sea floor exploration platform and exploitation method on type basis.
Background technique
With the fast development of marine cause, people are also all the more urgent to the exploration of the ocean soil body, really grasp ocean soil The properties such as physics, the chemistry of body have far reaching significance to the construction of ocean engineering.Traditional sampling mode is directly by ocean soil Then sampler body is researched and analysed, not only there is sample devices in this way it is heavy, work is time-consuming and laborious the problems such as, it is more important Be to be also possible to because the factors such as equipment, the depth of water or external environmental condition directly destroy its original property of sample, be difficult to grasp Its genuine property.If exploration in situ directly can be carried out in exploratory spot, the working time not only can be reduced, improves work effect Rate, and available more true and reliable data.
Summary of the invention
The invention solves the technical issues of how carrying out exploration in situ to the sea surface soil body, provide a kind of aqueous vapor Autocontrol sea floor exploration platform and exploitation method, using aqueous vapor automatic control characteristic, by solenoid valve and internally piloted valve co-ordination, precisely Ballast water in control cabinet room operates platform in towage, sinking, removal process freely, quickly carries out investigation and prospecting;The exploration Platform structure form is simple, installation and transportation convenience, economic and reliable, highly-safe, improves the efficiency of seafari work.
In order to solve the above-mentioned technical problem, the present invention is achieved by technical solution below:
A kind of aqueous vapor autocontrol sea floor exploration platform, including the cylinder-shaped foundation structure that barrel and top plate are constituted, the cartridge type Foundation structure is internally provided with the partition of horizontal direction and the subdivision plate of vertical direction, and the partition and the subdivision plate will be described Cylinder-shaped foundation structure is divided into multiple upper layer cabins and multiple lower layer cabins;Each upper layer cabin be each equipped with solenoid valve and Internally piloted valve, the solenoid valve are set to the top plate, and the internally piloted valve is disposed in proximity to the barrel of the partition;The top Plate top is equipped with jacket, extends to sea or more at the top of the jacket and is provided with workbench;The jacket and The cylinder-shaped foundation structure is internally provided with probing active well.
Further, the barrel, the partition, the top plate diameter are consistent, are 15~40 meters;The barrel height Be 6~12 meters, the spacing of the top plate and the partition is 4~8 meters, the partition with a thickness of 0.5~1.5 meter.
Further, the upper layer cabin is identical with the position in the lower layer cabin;The upper layer cabin and the lower layer The quantity in cabin is consistent, is 4-8.
Further, the centre setting of the cylinder-shaped foundation structure is free cabin, and the sky cabin is for accommodating the probing The lower part of active well.
Further, the top dimension of the jacket is 3m*3m~5m*5m, and bottom size is 4m*4m~10m*10m, Its height is 50~70 meters;The diameter of the workbench is 3~5 meters;The diameter of the probing active well is 2~4 meters.
Further, the probing active well has meshy surface.
Further, cone penetration test device, dynamic penetration test device, flat chisel are equipped with inside the probing active well Side is swollen instrument experimental rig, shearing test device of cross plate, exploration sampler.
Further, the exploration sampler is arranged at the probing active well central axis.
A kind of exploitation method based on above-mentioned aqueous vapor autocontrol sea floor exploration platform carries out in accordance with the following steps:
(1) survey platform is prefabricated on the coast, install;
(2) each upper layer cabin interior ballast water weight is controlled by adjusting the solenoid valve and the internally piloted valve, makes to survey It visits platform and steadily flies at sea, realize self-floating towing;It whether steady observes survey platform in real time during self-floating towing, leads to Each upper layer cabin interior ballast water weight is controlled after adjusting the solenoid valve and the internally piloted valve in time, it is ensured that platform is integrally put down Surely, finally by survey platform self-floating towing to specified survey position;
(3) it opens the internally piloted valve and increases each upper layer cabin interior ballast water, and open the solenoid valve on each Layer cabin is exhausted, and survey platform held stationary is made to sink;
(4) survey platform steadily sinks down into submarine surface and closes after the barrel and subdivision board bottom end are embedded in seabed All solenoid valves and the internally piloted valve;Whether observation survey platform tilts, if survey platform tilts, described in adjusting Solenoid valve and the internally piloted valve control each upper layer cabin interior ballast water weight, until survey platform keeps horizontal stable;Again It is secondary to open all solenoid valve and the internally piloted valve, increase each upper layer cabin interior ballast water, until the partition connects It touches seabed and closes all solenoid valve and the internally piloted valve after survey platform keeps horizontal stable;
(5) data needed for being explored by probing active well acquisition;
(6) after data acquisition, open the solenoid valve and each upper layer cabin be inflated, open simultaneously it is described from It controls valve and each upper layer cabin interior ballast water is discharged, survey platform is kept steadily to rise, recycle survey platform.
Further, data needed for the probing active well acquisition in step (5) is explored include being tried by static sounding Experiment device, dynamic penetration test device, flat dilatometer experimental rig, shearing test device of cross plate, exploration sampler are surveyed Obtain pore water pressure, side friction power, the data of thermal conductivity and temperature gradient, clay sensitivity and undrained shear strength.
The beneficial effects of the present invention are:
Aqueous vapor autocontrol sea floor exploration platform of the invention, top are workbench, are provided for staff good Operating space;Middle section is jacket, and jacket itself is more light compared with reinforced concrete structure, and it is whole not only to alleviate platform The weight of body, and provided convenience for installation and transportation;Bottom is divided into two layers, the shallow embeddable sea of formula cylindrical structure of the width of bottom Bottom is in close contact with the ocean soil body, forms the common support platform of entirety, keeps the overall stability of platform, upper layer by every Plate is completely separated with wide shallow formula cylindrical structure by it, is internally provided with subdivision plate and forms cabin, each compartment roof be equipped with solenoid valve, Side is equipped with internally piloted valve, adjusts cabin interior ballast water by control solenoid valve and internally piloted valve, thus control platform entirety It stability and is freely lifted;Platform entirety central part is probing active well, and surface can reduce ocean current to platform in netted Mass action;It drills and is equipped with exploring equipment inside active well, pore water pressure, the side at scene can be measured by exploring equipment A large amount of true and reliable data such as wall frictional resistance, thermal conductivity and temperature gradient, clay sensitivity and undrained shear strength.Therefore, The platform substantially increases the accuracy of survey data and the efficiency of investigation and prospecting.
Detailed description of the invention
Fig. 1 is the schematic perspective view of aqueous vapor autocontrol sea floor exploration platform provided by the present invention;
Fig. 2 is the top view of aqueous vapor autocontrol sea floor exploration platform provided by the present invention;
Fig. 3 is the partial cutaway view of aqueous vapor autocontrol sea floor exploration platform provided by the present invention.
In above-mentioned figure: 1, barrel;2, partition;3, top plate;4, solenoid valve;5, internally piloted valve;6, subdivision plate;7, jacket;8, Workbench;9, active well is drilled;10, cone penetration test device;11, dynamic penetration test device;12, flat dilatometer tries Experiment device;13, shearing test device of cross plate;14, sampler is explored.
Specific embodiment
For that can further appreciate that summary of the invention of the invention, feature and effect, the following examples are hereby given, and cooperates attached drawing Detailed description are as follows:
If Fig. 1 to Fig. 3 shows, present embodiment discloses a kind of aqueous vapor autocontrol sea floor exploration platform, mainly include barrel 1, Partition 2, top plate 3, solenoid valve 4, internally piloted valve 5, subdivision plate 6, jacket 7, workbench 8, probing active well 9, static sounding examination Experiment device 10, dynamic penetration test device 11, flat dilatometer experimental rig 12, shearing test device of cross plate 13, exploration take Sampling device 14.
Barrel 1 and top plate 3 constitute the cylinder-shaped foundation structure of wide shallow formula, and section is provided with partition 2 wherein inside barrel 1, every Cylinder-shaped foundation structure is divided into upper space and lower layer space by plate 2.Barrel 1, partition 2,3 diameter of top plate are consistent, are 15~40 Rice;1 height of barrel is 6~12 meters, and the spacing of top plate 3 and partition 2 is 4~8 meters, partition 2 with a thickness of 0.5~1.5 meter.More than Size can guarantee that cylinder-shaped foundation structure in the shallow formula of width, lowers the center of gravity, and realize self-floating towing.
4-8 block subdivision plate 6 is provided in the upper space and lower layer space that barrel 1, partition 2, top plate 3 are constituted, on The subdivision plate 6 of sheaf space is identical with 6 vertical position of subdivision plate of lower layer space, and upper space is divided on 4-8 by subdivision plate 6 Lower layer space is divided into 4-8 lower layer cabin by layer cabin, subdivision plate 6.
Barrel 1, partition 2, the upper space that top plate 3 is constituted and lower layer space centre be reserved with cylindrical body sky Cabin, the cylindrical body sky cabin are used to accommodate the bottom of probing active well 9.
Each upper layer cabin that barrel 1, partition 2, top plate 3 are constituted is each equipped at least one solenoid valve 4 and at least one A internally piloted valve 5, solenoid valve 4 is arranged on top plate 3, for the air inlet and exhaust to upper layer cabin;Internally piloted valve 5 be positioned close to every On barrel 1 at plate 2, for being filled with and being discharged ballast water to upper layer cabin.In transport, sinking process, pass through 4 He of solenoid valve Internally piloted valve 5 controls each upper layer cabin interior ballast water, makes platform held stationary;After the completion of investigation and prospecting, by opening electricity Magnet valve 4 pressurizes to each upper layer cabin, ballast water in each upperdeck room is discharged by internally piloted valve 5, rise platform steadily, Recycling.
The top of top plate 3 is fixedly installed with jacket 7, and jacket 7 extends to sea or more, and pushes up in jacket 7 Portion is provided with workbench 8.The top dimension of jacket 7 is 3m*3m~5m*5m, and bottom size is 4m*4m~10m*10m, Height is 50~70 meters.The diameter of workbench 8 is 3~5 meters.
By the cylindrical body sky cabin setting of the cylinder-shaped foundation structure center of 8 center of workbench to the bottom on top To drill active well 9, the diameter of probing active well 9 is 2~4 meters.Drilling active well 9 has meshy surface, to reduce ocean current pair Platform mass action.Probing active well 9 is steel cylinder hole capital after selling all securities, and meshy surface is uniformly arranged by the identical aperture of geomery Column composition.
It drills inside active well 9 and is equipped with cone penetration test device 10, dynamic penetration test device 11, flat dilatometer examination Experiment device 12, shearing test device of cross plate 13, exploration sampler 14, wherein the setting of exploration sampler 14 is in probing work At 9 central axis of well.
Based on the exploitation method of above-mentioned aqueous vapor autocontrol sea floor exploration platform, concrete operation step are as follows:
The first step, installation: it is survey platform is prefabricated on the coast, install, it is set inside probing active well 9 according to engineering Meter position installation cone penetration test device 10, dynamic penetration test device 11, flat dilatometer experimental rig 12, four-bladed vane are cut Cut experimental rig 13, exploration sampler 14.
Transport: second step controls each upper layer cabin interior ballast water weight by electromagnetic valve for adjusting 4 and internally piloted valve 5, makes Survey platform steadily flies at sea, realizes self-floating towing;Whether steady observe survey platform in real time during self-floating towing, Each upper layer cabin interior ballast water weight is controlled by timely electromagnetic valve for adjusting 4 and internally piloted valve 5, it is ensured that platform is integrally steady, Finally by survey platform self-floating towing to specified survey position.
The concrete operations of each upper layer cabin interior ballast water weight are controlled by electromagnetic valve for adjusting 4 and internally piloted valve 5 are as follows: if The integral inclined degree of survey platform exceeds allowed band, and the solenoid valve 4 for opening the deeper side of draft is inflated and internally piloted valve 5 It is drained, the internally piloted valve 5 for opening simultaneously the shallower side of draft carries out water-filling and solenoid valve 4 is exhausted, remaining upper layer Cabin can be finely adjusted according to the tendency of platform, each upper layer cabin interior ballast water of coordinated control, until survey platform tilts Degree and draft are within allowed band.
Sinking: third step after survey platform reaches specified survey position, is opened internally piloted valve 5 and is increased in each upperdeck room Portion's ballast water, and open solenoid valve 4 and each upper layer cabin is exhausted, solenoid valve 4 and internally piloted valve 5 work asynchronously, and make to explore Platform held stationary sinks.
4th step, leveling: survey platform steadily sinks down into submarine surface, i.e. barrel 1 and 6 bottom end of subdivision plate is embedded in seabed Afterwards, all solenoid valves 4 and internally piloted valve 5 are closed;To platform stable, observe whether survey platform tilts;If survey platform tilts, lead to It overregulates solenoid valve 4 and internally piloted valve 5 controls each upper layer cabin interior ballast water weight, until survey platform keeps water steadying It is fixed;It is again turned on all solenoid valves 4 and internally piloted valve 5, increases each upper layer cabin interior ballast water, until partition 2 contacts seabed, After survey platform keeps horizontal stable, all solenoid valves 4 and internally piloted valve 5 are closed.
5th step acquires data: after survey platform is stablized, being filled by cone penetration test device 10, dynamic penetration test Set 11, flat dilatometer experimental rig 12, shearing test device of cross plate 13, exploration sampler 14 measure pore water pressure, The data such as side friction power, thermal conductivity and temperature gradient, clay sensitivity and undrained shear strength.
Recycling: 6th step after data acquire, is opened each solenoid valve 4, is inflated to each upper layer cabin, simultaneously Internally piloted valve 5 is opened, each upper layer cabin interior ballast water is discharged, survey platform is kept steadily to rise, recycles survey platform, it can Carry out next place's exploration.
Although the preferred embodiment of the present invention is described above in conjunction with attached drawing, the invention is not limited to upper The specific embodiment stated, the above mentioned embodiment is only schematical, be not it is restrictive, this field it is common Technical staff under the inspiration of the present invention, without breaking away from the scope protected by the purposes and claims of the present invention, may be used also By make it is many in the form of specific transformation, within these are all belonged to the scope of protection of the present invention.

Claims (10)

1. a kind of aqueous vapor autocontrol sea floor exploration platform, the cylinder-shaped foundation structure constituted including barrel and top plate, which is characterized in that The cylinder-shaped foundation structure is internally provided with the partition of horizontal direction and the subdivision plate of vertical direction, the partition and the subdivision The cylinder-shaped foundation structure is divided into multiple upper layer cabins and multiple lower layer cabins by plate;Each upper layer cabin is each equipped with Solenoid valve and internally piloted valve, the solenoid valve are set to the top plate, and the internally piloted valve is disposed in proximity to the cylinder of the partition Wall;The top plate top is equipped with jacket, extends to sea or more at the top of the jacket and is provided with workbench;It is described Jacket and the cylinder-shaped foundation structure are internally provided with probing active well.
2. a kind of aqueous vapor autocontrol sea floor exploration platform according to claim 1, which is characterized in that the barrel, described Partition, the top plate diameter are consistent, are 15~40 meters;The barrel height is 6~12 meters, the top plate and the partition Spacing be 4~8 meters, the partition with a thickness of 0.5~1.5 meter.
3. a kind of aqueous vapor autocontrol sea floor exploration platform according to claim 1, which is characterized in that the upper layer cabin and The position in the lower layer cabin is identical;The upper layer cabin is consistent with the quantity in the lower layer cabin, is 4-8.
4. a kind of aqueous vapor autocontrol sea floor exploration platform according to claim 1, which is characterized in that the bucket foundation knot The centre setting of structure is free cabin, which is used to accommodate the lower part of the probing active well.
5. a kind of aqueous vapor autocontrol sea floor exploration platform according to claim 1, which is characterized in that the top of the jacket Having a size of 3m*3m~5m*5m, bottom size is 4m*4m~10m*10m in portion, and height is 50~70 meters;The workbench Diameter is 3~5 meters;The diameter of the probing active well is 2~4 meters.
6. a kind of aqueous vapor autocontrol sea floor exploration platform according to claim 1, which is characterized in that the probing active well Have meshy surface.
7. a kind of aqueous vapor autocontrol sea floor exploration platform according to claim 1, which is characterized in that the probing active well Inside is equipped with cone penetration test device, dynamic penetration test device, flat dilatometer experimental rig, vane shear test dress It sets, explore sampler.
8. a kind of aqueous vapor autocontrol sea floor exploration platform according to claim 7, which is characterized in that the exploration sampling dress It installs at the probing active well central axis.
9. a kind of exploitation method based on the aqueous vapor autocontrol sea floor exploration platform as described in any one of claim 1-8, special Sign is, carries out in accordance with the following steps:
(1) survey platform is prefabricated on the coast, install;
(2) each upper layer cabin interior ballast water weight is controlled by adjusting the solenoid valve and the internally piloted valve, keeps exploration flat Platform steadily flies at sea, realizes self-floating towing;Whether steady observe survey platform in real time during self-floating towing, by and When adjust the solenoid valve and the internally piloted valve and control each upper layer cabin interior ballast water weight, it is ensured that platform is integrally steady, Finally by survey platform self-floating towing to specified survey position;
(3) it opens the internally piloted valve and increases each upper layer cabin interior ballast water, and open the solenoid valve to each upperdeck Room is exhausted, and survey platform held stationary is made to sink;
(4) survey platform steadily sinks down into submarine surface, after the barrel and subdivision board bottom end are embedded in seabed, closes all The solenoid valve and the internally piloted valve;Whether observation survey platform tilts, if survey platform tilts, by adjusting the electromagnetism Valve and the internally piloted valve control each upper layer cabin interior ballast water weight, until survey platform keeps horizontal stable;It beats again All solenoid valve and the internally piloted valve are opened, each upper layer cabin interior ballast water is increased, until baffle contacts sea All solenoid valve and the internally piloted valve are closed after survey platform keeps horizontal stable in bottom;
(5) data needed for being explored by probing active well acquisition;
(6) it after data acquisition, opens the solenoid valve and each upper layer cabin is inflated, open simultaneously the internally piloted valve Each upper layer cabin interior ballast water is discharged, survey platform is kept steadily to rise, recycles survey platform.
10. exploitation method according to claim 9, which is characterized in that the probing active well acquisition in step (5) is surveyed Data needed for visiting include passing through cone penetration test device, dynamic penetration test device, flat dilatometer experimental rig, four-bladed vane Shearing test device, to measure pore water pressure, side friction power, thermal conductivity and temperature gradient, clay sensitive for exploration sampler The data of degree and undrained shear strength.
CN201811455473.5A 2018-11-30 2018-11-30 A kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method Pending CN109444981A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811455473.5A CN109444981A (en) 2018-11-30 2018-11-30 A kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811455473.5A CN109444981A (en) 2018-11-30 2018-11-30 A kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method

Publications (1)

Publication Number Publication Date
CN109444981A true CN109444981A (en) 2019-03-08

Family

ID=65555419

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811455473.5A Pending CN109444981A (en) 2018-11-30 2018-11-30 A kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method

Country Status (1)

Country Link
CN (1) CN109444981A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110107454A (en) * 2019-03-22 2019-08-09 张英华 Floating type Oversea wind power generation and Wave power generation equipment and control method
CN110439018A (en) * 2019-08-02 2019-11-12 中交第四航务工程勘察设计院有限公司 A kind of new plug-in steel cylinder wind power foundation
CN110453715A (en) * 2019-07-21 2019-11-15 天津大学 Can gas-liquid displacement combined type cartridge type jacket frame foundation structure and its construction method
CN110453714A (en) * 2019-07-21 2019-11-15 天津大学 A kind of offshore wind farm jacket gravity type cylinder-shaped foundation structure and its construction method
CN111913233A (en) * 2020-06-24 2020-11-10 青岛海洋地质研究所 Self-adjusting hydrostatic force injection device and method suitable for land and slope area
CN113482004A (en) * 2021-07-09 2021-10-08 中国能源建设集团广东省电力设计研究院有限公司 Offshore multi-tube jacket foundation and wind power complete machine wharf launching construction method thereof
WO2022021066A1 (en) * 2020-07-28 2022-02-03 浙江大学 Submarine mobile cptu sounding equipment
US11332903B1 (en) 2021-09-23 2022-05-17 Qingdao Institute Of Marine Geology Penetrating method of self-adjusting hydraulic static penetrating device suitable for seabed slope area

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1463992A (en) * 1973-11-29 1977-02-09 Etpm Platform for the research and exploitation of submarine deposits
CN203078741U (en) * 2013-02-05 2013-07-24 中国海洋大学 In-situ detection device of strength of beach and shallow sea sediments
CN105672232A (en) * 2016-03-23 2016-06-15 中交第三航务工程勘察设计院有限公司 In-situ test survey platform of shallow sea area and application method
CN206189371U (en) * 2016-10-21 2017-05-24 天津大学前沿技术研究院有限公司 Coastal waters soil investigation synthesizes platform with detection
CN107269472A (en) * 2017-07-10 2017-10-20 佛山科学技术学院 A kind of Wind turbines of floating drum and its manufacture method and the application floating drum
CN107724361A (en) * 2017-10-26 2018-02-23 中国港湾工程有限责任公司 A kind of offshore foundation prospecting and detection platform
CN209311706U (en) * 2018-11-30 2019-08-27 天津大学 A kind of aqueous vapor autocontrol sea floor exploration platform

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1463992A (en) * 1973-11-29 1977-02-09 Etpm Platform for the research and exploitation of submarine deposits
CN203078741U (en) * 2013-02-05 2013-07-24 中国海洋大学 In-situ detection device of strength of beach and shallow sea sediments
CN105672232A (en) * 2016-03-23 2016-06-15 中交第三航务工程勘察设计院有限公司 In-situ test survey platform of shallow sea area and application method
CN206189371U (en) * 2016-10-21 2017-05-24 天津大学前沿技术研究院有限公司 Coastal waters soil investigation synthesizes platform with detection
CN107269472A (en) * 2017-07-10 2017-10-20 佛山科学技术学院 A kind of Wind turbines of floating drum and its manufacture method and the application floating drum
CN107724361A (en) * 2017-10-26 2018-02-23 中国港湾工程有限责任公司 A kind of offshore foundation prospecting and detection platform
CN209311706U (en) * 2018-11-30 2019-08-27 天津大学 A kind of aqueous vapor autocontrol sea floor exploration platform

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110107454A (en) * 2019-03-22 2019-08-09 张英华 Floating type Oversea wind power generation and Wave power generation equipment and control method
CN110453715A (en) * 2019-07-21 2019-11-15 天津大学 Can gas-liquid displacement combined type cartridge type jacket frame foundation structure and its construction method
CN110453714A (en) * 2019-07-21 2019-11-15 天津大学 A kind of offshore wind farm jacket gravity type cylinder-shaped foundation structure and its construction method
CN110453715B (en) * 2019-07-21 2021-02-02 天津大学 Gas-liquid replaceable combined cylindrical jacket foundation structure and construction method thereof
CN110439018A (en) * 2019-08-02 2019-11-12 中交第四航务工程勘察设计院有限公司 A kind of new plug-in steel cylinder wind power foundation
CN111913233A (en) * 2020-06-24 2020-11-10 青岛海洋地质研究所 Self-adjusting hydrostatic force injection device and method suitable for land and slope area
WO2022021066A1 (en) * 2020-07-28 2022-02-03 浙江大学 Submarine mobile cptu sounding equipment
CN113482004A (en) * 2021-07-09 2021-10-08 中国能源建设集团广东省电力设计研究院有限公司 Offshore multi-tube jacket foundation and wind power complete machine wharf launching construction method thereof
US11332903B1 (en) 2021-09-23 2022-05-17 Qingdao Institute Of Marine Geology Penetrating method of self-adjusting hydraulic static penetrating device suitable for seabed slope area

Similar Documents

Publication Publication Date Title
CN109444981A (en) A kind of aqueous vapor autocontrol sea floor exploration platform and exploitation method
He et al. Geological characteristics and enrichment laws of normal-pressure shale gas in the basin-margin transition zone of SE Chongqing
CN106437698A (en) Underwater platform for exploration sampling or in-situ test and using method thereof
US11313207B2 (en) Deep-sea submarine gas hydrate collecting method and production house
CN106406141A (en) Model test system and method for seabed seismic wave detection
CN209311706U (en) A kind of aqueous vapor autocontrol sea floor exploration platform
CN108761023A (en) A kind of sea bed gas hydrate core boat-carrying multifunctional analysis laboratory installation
CN104833789B (en) Utilize the method that tight sand micropore structure determines water-gas relation
CN206205886U (en) Underwater platform for exploring sampling or in-situ test
CN106908856B (en) A kind of earthquake prediction method of lacustrine facies thin layer dolostone reservoirs
CN103149091A (en) Anti-pulling vertical tension loading test device of building pile
CN110705095A (en) Karst ground collapse analysis method
CN103395479B (en) Multifunctional installation and investigation vessel
CN103233453B (en) A kind of original position soil body surveying method
CN107269270B (en) A kind of permafrost region natural gas hydrate stratum stable state monitoring method
CN203428001U (en) Multifunctional installation and exploration ship
Li et al. Centrifuge study of the effects of lattice leg on penetration resistance and bearing behavior of spudcan foundations in NC clay
CN110080317A (en) Artesian water stratum bottom of foundation ditch soil layer pile foundation reinforcement pilespacing and the long prediction technique of stake
Guosheng et al. The effect of thermal properties of sediments on the gas production from hydrate reservoirs by depressurization and thermal stimulation
Bolshunov et al. Potential technological solution for sampling the bottom sediments of the subglacial lake Vostok: relevance and formulation of investigation goals
CN206815303U (en) Observation of groundwater levels bores into well
CN108532650A (en) A kind of method of water buoyancy suffered by in-site detecting underground structure
Rattley et al. Marine site characterisation and its role in wind turbine geotechnical engineering
CN109188540A (en) Many years frost zone range exploitation method in a kind of huge loose media talus of macroporosity
CN116609124B (en) Device and method for taking columnar mud sample underwater

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
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20190308

WD01 Invention patent application deemed withdrawn after publication