CN208148982U - Amphibious geotechnical engineering investigation platform - Google Patents
Amphibious geotechnical engineering investigation platform Download PDFInfo
- Publication number
- CN208148982U CN208148982U CN201820620918.XU CN201820620918U CN208148982U CN 208148982 U CN208148982 U CN 208148982U CN 201820620918 U CN201820620918 U CN 201820620918U CN 208148982 U CN208148982 U CN 208148982U
- Authority
- CN
- China
- Prior art keywords
- job platform
- platform
- module
- prospecting
- job
- 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.)
- Expired - Fee Related
Links
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model provides a kind of amphibious geotechnical engineering investigation platform, including consisting of module:Job platform, for equipment needed for installing exploration sampling, in-situ test;Walking module is arranged below job platform, including rack and cterpillar drive, travels by land for the job platform and provides power;Module is leveled, is arranged between the job platform and the walking module, in land-based area prospecting, for keeping the job platform horizontal;Module is gone up and down, is arranged around the job platform, including hydraulic lift and more pile legs, the raising and lowering for realizing spud leg relative to the job platform;Propulsion die is arranged in the rack, in exploration in water, provides the power of navigation and steering for the job platform.The utility model is beneficial in that:It realizes amphibious operation, overcomes tiding to influence caused by the prospecting of intertidal zone region, and can guarantee job platform level.
Description
Technical field
The utility model relates to a kind of geotechnical engineering investigation platforms, and in particular to the ground that one kind amphibious can use
Engineering investigation platform.
Background technique
In the construction of the coastal engineerings such as harbour, bridge, wind-powered electricity generation, coast defence, the required region for carrying out geological mapping must be related to
Beach or intertidal zone.Intertidal zone --- refer to the beach between highest water level and lowest water level, has to flood at high tides and expose at ebb tide
The characteristics of, usually the soil is porous, low bearing capacity, in the majority with Extra-fine sand, Muddy Bottoms cohesive soil.Existing beach prospecting is usually adopted
With:1) ship borne type reconnoitres platform, enters the stranded operation in beach area using flood tide, flood tide exits ship to recycling next time, and prospecting is made
Industry is limited by the draft of time and ship of ebbing tide that rises;2) fixed operation platform is built, then there is the mistake building, tear open repeatedly, moving
Journey, time-consuming, effort, low efficiency, and will affect the ecological environment of beach or intertidal zone;3) exploration is completed using two sets of land and water equipment
Or in-situ test project, prospecting cost are high.In addition to this, at the land and water boundary of lowest water level or shale Coastal Area is also deposited
Road cannot repair, vehicle cannot arrive, ship cannot into prospecting blind area.
Currently, partial solution has been disclosed in the prior art, for example, PCT International Patent Application is " buoyant track amphibious
Transport device " (PCT/US2007/081750,2007.10.18) provides a kind of for deep from the angle of manned/goods
Transport device under water, shallow water or Wetland Environment provides for amphibious operation beneficial to thinking.
For another example, the Chinese utility model patent of Patent No. CN204415072U discloses that a kind of " a kind of intertidal zone is amphibious
Drilling platform device ", the device are made of extension paddle machine, power control system, drilling machine, are filled by the amphibious walking of mesa base
It sets, solves the problems, such as to drill transition in intertidal zone location, improve operating efficiency, but relate to due to being limited to waters or intertidal zone
Water state, it is difficult to implement the in-situ test project based on fixed platform.
For another example, Chinese invention patent application CN104386215A discloses a kind of " floating box type exploration on water job platform ",
Job platform is made of exploratory drilling rig, buoyancy tank, bracket, guide pile etc., and platform shifts and positions more convenient, and land and water may be implemented
Amphibious exploration sampling.But under the state of waters, which is had no from boat ability, and transition needs other ancillary equipments to support, and wind-engaging,
Wave gushes etc. when influencing, and the test equipment on platform can float up and down therewith, makes the in-situ test data distortion measured.
In addition, existing amphibious prospecting platform, in land-based area operation, the position if desired to drill is in slope, dike side
Or rugged place, it is difficult to keep job platform horizontal, realize vertical drilling hole.
With quality requirements such as coastal waters bank waterwork, sea-crossing bridge tunnel, deepwater wharf, offshore wind farm, coast defence engineerings
Constantly promoted, geotechnical engineering basic engineering be unable to do without sea area, beach, a piece of complete area of land-based area prospecting data.Therefore, in the industry
A kind of there is an urgent need to transitions amphibious prospecting job platform flexible, highly-safe, at low cost, operating personnel can pass through behaviour
The prospecting equipment for making different purposes on platform, completes the in-situ tests projects such as exploration sampling and static sounding, meets geotechnical engineering
The requirement of prospective design.
Utility model content
In view of the foregoing drawbacks, the technical problem to be solved by the present invention is to provide a kind of amphibious geotechnical engineering investigations
Platform, operating personnel can be completed by the prospecting equipments of various different purposes on operation job platform in land-based area and waters
Exploration sampling and all kinds of in-situ test projects, and can guarantee job platform level, meet wanting for Code for investigation of geotechnical engineering
It asks.
In order to solve the above-mentioned technical problem, the utility model provides a kind of amphibious geotechnical engineering investigation platform, packet
Include consisting of module:Job platform is equipped in the job platform for equipment needed for installing exploration sampling, in-situ test
Buoyant device;Walking module is arranged below job platform, including rack and is connected to the crawler type rows of the rack two sides
Walking apparatus travels by land for the job platform and provides power;Module is leveled, is arranged in the job platform and the walking
Between module, in land-based area prospecting, for keeping the job platform horizontal;Module is gone up and down, setting is in the job platform week
It encloses, including hydraulic lift and more pile legs, the raising and lowering for realizing spud leg relative to the job platform;It promotes
Module is arranged in the rack, in exploration in water, provides the power of navigation and steering for the job platform.
Preferably, the leveling module includes more hydraulic legs, and one end of hydraulic leg is fixed in the rack, separately
One end is equipped with threaded sleeve, and the job platform is connected by bolt with the threaded sleeve.
Preferably, the job platform is equipped with connecting hole, and the bolt passes through connecting hole and connect with the threaded sleeve.
Preferably, the cterpillar drive includes crawler belt, and be arranged in crawler belt engine, driving wheel, lead
To wheel and thrust wheel.
Preferably, buoyancy tank is also equipped in the rack.
Preferably, the job platform includes truss frame and the deck that is laid on above the truss frame, institute
Buoyant device is stated to be mounted in the truss frame.
Preferably, each corner of the job platform is equipped with anchoring pile.
Preferably, console is additionally provided on the job platform, the console is equipped with for controlling walking module
Steering wheel, the wheel rudder for controlling propulsion die go up and down the operating stick of module and for controlling pressing for leveling module for controlling
Button.
Compared with prior art, the beneficial effects of the utility model are:Each comprising modules independent design assembles on demand,
It is readily transported;By setting walking module and propulsion die, realizes amphibious operation, overcome tiding and intertidal zone region is surveyed
It examines caused influence, without building the road and building fixed platform when use, significantly reduces prospecting cost, while beach is effectively protected
Painting or intertidal zone environment;Module is leveled by setting, it is ensured that job platform is horizontal.
Detailed description of the invention
Fig. 1 is the overall structure diagram that the utility model reconnoitres platform;
Fig. 2 is the STRUCTURE DECOMPOSITION and scheme of installation that the utility model reconnoitres platform;
Fig. 3 is job platform and the scheme of installation for leveling module;
Fig. 4 is the scheme of installation of propulsion die and walking module;
Fig. 5 is the structural schematic diagram of console;
Fig. 6 is operation schematic diagram of the utility model in waters operation;
Fig. 7 is operation schematic diagram of the utility model in land-based area operation;
Fig. 8 is operation schematic diagram when the utility model is transported for long-distance;
Fig. 9 is the work flow diagram of the utility model.
Component label instructions:
1 pin hole
2 propulsion dies
3 lifting modules
4 shoes
5 wheel rudders
6 buttons
7 consoles
8 steering wheels
9 operating sticks
10 guardrails
11 anchoring piles
12 moon pools
13 job platforms
14 spud legs
151 collar tie beam portions
152 base portions
16 piston rods
17 directive wheels
18 suspensions
19 cterpillar drives
20 stiffeners
21 driving wheels
22 thrust wheels
30 buoyancy tanks
301 recessed portions
31 hydraulic legs
311 threaded sleeves
312 bolts
313 washers
314 connecting holes
33 racks
40 drilling rods
41 probes
42 seas
43 sea beds
44 drilling machines
50 leveling modules
51 walking modules
Specific embodiment
Specific embodiment of the present utility model is described in further detail with reference to the accompanying drawing.These embodiments are only
For illustrating the utility model, and it is not limitation of the utility model.
In the description of the present invention, it should be noted that the orientation of the instructions such as term " on ", "lower", "inner", "outside"
Or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the utility model and simplification is retouched
It states, rather than the device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation,
Therefore it should not be understood as limiting the present invention.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection;It can be mechanical connection, be also possible to be electrically connected;Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.The utility model described in present specification can be applied to sea area, can equally be well applied to
The waters such as river, river, lake and the pool;The land-based area includes beach and intertidal zone, is equally applicable to sand coast, muddy coast, river mouth
Intertidal zone region.For the ordinary skill in the art, it can understand that above-mentioned term is practical at this as the case may be
Concrete meaning in novel.
In-situ test is to carry out ten according to national standard " Code for investigation of geotechnical engineering " (GB 50021-2001,2009 editions)
Letter stencil shearing test, circular cone dynamic sounding test, standard penetration test (SPT), cone penetration test, lateral loading test, Flat Dilatometer Test
With one of wave velocity testing or a variety of.
As illustrated in fig. 1 and 2, the utility model provides a kind of amphibious geotechnical engineering investigation platform, including operation horizontal
Platform 13, walking module 51, leveling module 50, lifting module 3 and propulsion die 2.Wherein, job platform 13 takes for installing exploration
Equipment needed for sample, in-situ test, job platform 13 is interior to be equipped with buoyant device;Walking module 51 is arranged below job platform 13,
Including rack 33 and be connected to the cterpillar drives 19 of 33 two sides of rack, travelled by land for job platform 13 provide it is dynamic
Power;It levels module 50 to be arranged between job platform 13 and walking module 51, in land-based area prospecting, for keeping job platform 13
It is horizontal;It goes up and down module 3 to be arranged around job platform 13, including hydraulic lift and more pile legs 14, for realizing spud leg
14 raising and lowering relative to job platform 13;Propulsion die 2 is arranged in rack 33, is operation horizontal in exploration in water
The power that platform 13 provides navigation and turns to.
In the preferred embodiment of the utility model, job platform 13 is in rectangle, including truss frame and is laid on purlin
Deck above posture frame, buoyant device are the buoyancy tank of proper alignment in truss frame, and buoyancy tank is preferably hollow, rectangular
Body, cylinder or cuboid provide required buoyancy to reconnoitre water-area navigation or the anchoring positioning of platform.Four angles of job platform 13
It falls and is mounted on anchoring pile 11, for the positioning prospecting platform that anchors.The surrounding of job platform 13 is impaled by guardrail 10, prevents operation people
Member and equipment are fallen from job platform 13 in transport or operation.Moon pool 12 is also provided on job platform 13, such as Fig. 6 and 7
Shown, the drilling rod 40 or casing of exploration equipment can be protruded into hole location by moon pool 12 by operating personnel, to carry out exploration sampling
Or in-situ test project.
As shown in Figure 1 and Figure 5, job platform 13 is equipped with console 7, and console 7 is equipped with steering wheel 8, wheel rudder 5, behaviour
Make bar 9, button 6.Wherein, steering wheel 8 and wheel rudder 5 control traveling or the navigation direction of prospecting platform respectively;Operating stick 9 is used for
When the operation of waters, the lifting of spud leg 14 in control lifting module 3;It include keeping operation for controlling leveling module 13 in button 6
The horizontal button of platform 13.
As shown in figure 4, the cterpillar drive 19 for being connected to 33 two sides of rack includes crawler belt in walking module 51,
And engine (not shown), driving wheel 21, directive wheel 17, thrust wheel 22 and suspension 18 in crawler belt are set, wherein driving
Wheel 21, directive wheel 17 and thrust wheel 22 are installed in suspension 18.In use, starting crawler type row by the switch on console 7
Engine in walking apparatus 19, engine, to driving wheel 21, drive crawler belt to travel on the ground by pump-control-motor transmission force, and
The driving direction of cterpillar drive 19 can be controlled by steering wheel 8, to make to reconnoitre platform arrival predetermined operation position
Carry out operation.Preferably, rack 33 is made of crossbeam, stringer and the floor welding of high-strength alloy material.
As shown in Figure 2 and Figure 4, propulsion die 2 is mounted in rack 33, by the assembly such as motor, pulp hub, blade and rudder blade
At the power that motor generates is converted into thrust in water, pushes prospecting platform in water-area navigation.Operating personnel passes through console 7
On wheel rudder 5 and speed-regulating switch button, can be controlled in a manner of full circle swinging prospecting platform the speed of a ship or plane and course, realize one bore
The boat transition certainly of next drilling is gone in hole after fulfiling assignment.
Further, it is also equipped with buoyancy tank 30 in rack 33, to further promote the overall buoyancy of prospecting platform.Buoyancy tank
It is additionally provided with recessed portion 301 corresponding with 12 position of moon pool on 30, is passed through for the drilling rod 40 or casing of exploration equipment.
As shown in Figures 2 and 3, leveling module 50 includes more hydraulic legs 31, it is therefore preferable to four.Hydraulic leg 31
One end is fixed in rack 33, and the other end is equipped with threaded sleeve 311, is then equipped with connecting hole 314, bolt 312 on job platform 13
Job platform 13 is connected with threaded sleeve 311 by connecting hole 314.Preferably, washer 313 is also cased on bolt 312.?
After reaching land-based area predetermined operation position, starts the button 6 on console 7 to control the lifting of four hydraulic legs 31, make operation
Platform 13 keeps horizontality at hole location, realizes vertical drilling hole.
As depicted in figs. 1 and 2, lifting module 3 includes the spud leg 14 that hydraulic lift and lower end are connected with shoe 4, and
Four corners of job platform 13 are fixed on by stiffener 20 and bolt.Hydraulic lift includes collar tie beam portion 151 and pedestal
Portion 152, base portion 152 is interior to be equipped with hydraulic cylinder and locking device, and the piston rod 16 of hydraulic cylinder is connected with collar tie beam portion 151.Spud leg
14 are set in hydraulic lift, and are provided with multiple pin holes 1 on spud leg 14 along its length, and collar tie beam portion 151 is equipped with one can
With the fixation hole that any one pin hole 1 is aligned on spud leg 14.Spud leg 14 can continuously be lengthened by spud leg connector, and pass through bolt
It is connected.
As shown in fig. 6, navigating by water prospecting platform to predetermined operation position in waters operation, connecting spud leg 14 section by section makes
Lengthening, and decline spud leg 14 until shoe 4 be inserted into sea bed 43, then base portion 152 locking device lock spud leg 14, it is hydraulic
Cylinder drives piston rod 16 to rise a pitch, and bolt is carried out by the pin hole 1 that the fixation hole in collar tie beam portion 151 is inserted on spud leg 14
It is fixed, it unclamps locking device and piston rod 16 is driven to shrink, so that it may so that job platform 13 rises one relative to spud leg 14
Pitch.This process is recycled, that is, job platform 13 may make to rise to 42 top certain altitude of sea, implements exploration sampling or former
Bit test, avoid wave, wave, tide, gush to prospecting operation influence.After the completion of operation, the locking device of base portion 152 locks spud leg
14, Driven by Hydraulic Cylinder piston rod 16 declines a pitch, the pin on fixation hole insertion spud leg 14 that bolt is passed through collar tie beam portion 151
Hole 1 is fixed, and unclamps locking device and piston rod 16 is driven to extend, so that it may so that job platform 13 is relative under spud leg 14
One pitch drops.This process is recycled, job platform 13 can be dropped to sea 42.
The application method of above-mentioned amphibious geotechnical engineering investigation platform is illustrated below.
As shown in figure 9, this approach includes the following steps:
A. stage+module:As shown in Figure 2 and Figure 3, walking module 51, propulsion die 2 are passed through into leveling module 50 and operation horizontal
Platform 13 is connected, and forms a basic amphibious platform, and equipment needed for exploration sampling, in-situ test is fixed on job platform
On 13;
B. platform transports:As shown in figure 8, spud leg 14 is separated after taking out in lifting module 3 with shoe 4, it is placed on work
On industry platform 13.Equally, the building blocks such as guardrail 10, anchoring pile 11 and hydraulic lift can be placed on job platform 13.
By platform integral lifting, or by the button 6 and steering wheel 8 on operating personnel's operating console 7, job platform 13 is driven to
It on the transport agents such as vehicle, ship or container, transports near each comprising modules to predetermined operation position, then job platform 13 is hung down
Or lower transport agent is voluntarily travelled, it is assembled into the amphibious geotechnical engineering investigation platform;Then according to operating area
Situation executes following step C and/or D;
C. land-based area operation:As shown in fig. 7, the prospecting platform is travelled to predetermined operation position, if predetermined operation position
At inclination, then the button 6 on operating console 7 is adjusted the height and angle of hydraulic leg 31, so that operation horizontal
After platform (13) keeps horizontal, exploration sampling or in-situ test project are come into effect, and passes through drilling machine 44 for drilling rod 40 and probe 41
It protrudes into drilling.When carrying out exploration sampling, probe 41 is soil sampler;When carrying out in-situ test, probe 41 is static sounding probe
Or cross wrench, specific probe type depend on carried out in-situ test project.After one hole location, pass through walking module
51 travel the prospecting platform to next hole location, continue to implement exploration sampling or in-situ test, until land-based area prospecting operation is complete
At.
D. waters operation:As shown in fig. 6, prospecting platform is gradually driven into water along beach or intertidal zone, operating personnel is opened
Propulsion die 2 is moved, the wheel rudder 5 on operating console 7 navigates by water the prospecting platform to predetermined operation position, if being explored
Sampling, then execute following steps:
A) anchoring positioning:After bore position is accurately positioned, pass through the fixed prospecting platform of anchoring pile 11;
B) exploration sampling:The drilling machine 44 on job platform 13 is operated, persistently creeps into, sample this process, until being drilled into pre-
Determine hole depths;
C) transition:After the completion of operation, anchor, by the driving navigation of propulsion die 2 to next hole location, repeat the above steps a) and
b);
If carrying out in-situ test, following steps are executed:
1) spud leg under:Spud leg 14 is declined section by section in predetermined operation position, the shoe 4 of 14 lower end of spud leg is made to be inserted into sea bed
43;
2) peaceful:Using hydraulic lift, continue lower spud leg 14, until entire job platform 13 rise to sea 42 with
Upper certain altitude forms a fixed offshore platform;
3) in-situ test:The in-situ test equipment on job platform 13 is operated, in-situ test operation is implemented;
4) platform and pile pulling are dropped:After the completion of operation, job platform 13 is down to sea 42 using hydraulic lift, by stake
Leg 14 extracts sea bed 43;
5) transition:1) navigation repeats the above steps to next hole location to 4).
Further, when needing, according to flood tide and ebb, to be alternately performed when intertidal zone carries out prolonged prospecting operation
Above-mentioned steps C and D.
In addition, according to code requirement, in-situ test equipment must based on a fixed platform not affected by environment, therefore
Sea area carries out that above-mentioned steps 2 must be used when in-situ test) increase job platform 13, leave sea 42.Its tangible sea area carries out
When exploration sampling, first platform can also be risen, then carry out exploration sampling, although so operation can reduce operating efficiency, energy
Promote sampling quality.
After the operation of waters, prospecting platform is sailed back land-based area by wheel rudder 5 on operating personnel's operating console 7;Land-based area is made
After industry, prospecting platform is driven into specified region, each comprising modules is dismantled and is placed on job platform 13, it will be such as Fig. 8
Shown in prospecting platform sail go back to departure place, this prospecting project terminates.
As described above, the utility model has the advantages that:
1) it by setting walking module 51 and propulsion die 2, realizes amphibious operation, overcomes tiding to intertidal zone area
Influence caused by the prospecting of domain significantly reduces prospecting cost, simultaneously effective without building the road and building fixed platform when use
Protect beach or intertidal zone environment;
2) pass through setting leveling module 50, it is ensured that job platform 13 is horizontal, solves when job platform 13 is in oblique
It will cause the problem of bore inclining when slope or scabland;
3) each module independent design of the utility model is assembled on demand, is readily transported.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without deviating from the technical principle of the utility model, several improvement and replacement can also be made, these change
It also should be regarded as the protection scope of the utility model into replacement.
Claims (8)
1. a kind of amphibious geotechnical engineering investigation platform, which is characterized in that including consisting of module:
Job platform (13) is equipped with buoyancy in the job platform (13) for equipment needed for installing exploration sampling, in-situ test
Device;
Walking module (51), setting is below the job platform (13), including rack (33) and is connected to the rack (33) two
The cterpillar drive (19) of side travels by land for the job platform (13) and provides power;
It levels module (50), is arranged between the job platform (13) and the walking module (51), in land-based area prospecting, use
It is horizontal in the holding job platform (13);
It goes up and down module (3), is arranged around the job platform (13), including hydraulic lift and more pile legs (14), use
In the raising and lowering of realization spud leg (14) relative to the job platform (13);
Propulsion die (2) is arranged on the rack (33), in exploration in water, provides navigation for the job platform (13)
With the power of steering.
2. prospecting platform according to claim 1, which is characterized in that the leveling module (50) includes more hydraulic legs
(31), one end of the hydraulic leg (31) is fixed on the rack (33), and the other end is equipped with threaded sleeve (311), described
Job platform (13) is connected by bolt (312) with the threaded sleeve (311).
3. prospecting platform according to claim 2, which is characterized in that the job platform (13) is equipped with connecting hole
(314), the bolt (312) passes through the connecting hole (314) and connect with the threaded sleeve (311).
4. prospecting platform according to claim 1, which is characterized in that the cterpillar drive (19) includes crawler belt,
And engine, driving wheel (21), directive wheel (17) and thrust wheel (22) in crawler belt are set.
5. prospecting platform according to claim 1, which is characterized in that be also equipped with buoyancy tank (30) in the rack (33).
6. prospecting platform according to claim 1, which is characterized in that the job platform (13) include truss frame and
It is laid on the deck above the truss frame, the buoyant device is mounted in the truss frame.
7. prospecting platform according to claim 1, which is characterized in that each corner of the job platform (13) is equipped with anchor
Stake (11).
8. prospecting platform according to claim 1, which is characterized in that be additionally provided with console on the job platform (13)
(7), the console (7) be equipped with for control the steering wheel (8) of walking module, the wheel rudder (5) for controlling propulsion die,
Button (6) for controlling the operating stick (9) of lifting module and for controlling leveling module.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820620918.XU CN208148982U (en) | 2018-04-27 | 2018-04-27 | Amphibious geotechnical engineering investigation platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820620918.XU CN208148982U (en) | 2018-04-27 | 2018-04-27 | Amphibious geotechnical engineering investigation platform |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208148982U true CN208148982U (en) | 2018-11-27 |
Family
ID=64376917
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820620918.XU Expired - Fee Related CN208148982U (en) | 2018-04-27 | 2018-04-27 | Amphibious geotechnical engineering investigation platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208148982U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108674105A (en) * | 2018-04-27 | 2018-10-19 | 中交第三航务工程勘察设计院有限公司 | Amphibious geotechnical engineering investigation platform and application method |
-
2018
- 2018-04-27 CN CN201820620918.XU patent/CN208148982U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108674105A (en) * | 2018-04-27 | 2018-10-19 | 中交第三航务工程勘察设计院有限公司 | Amphibious geotechnical engineering investigation platform and application method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108674105A (en) | Amphibious geotechnical engineering investigation platform and application method | |
US5551802A (en) | Tension leg platform and method of installation therefor | |
Sadeghi | An overview of design, analysis, construction and installation of offshore petroleum platforms suitable for Cyprus oil/gas fields | |
CA2823241C (en) | Subsea production system having arctic production tower | |
CN201172814Y (en) | Shallow sea self-lifting production testing work platform | |
US20080247827A1 (en) | Work-over rig assembly and methods thereof | |
CN109312552A (en) | The unit and method of the sea bed support of shallow water probing terminal are provided | |
CN205475167U (en) | Shallow sea territory in situ test survey platform | |
CN102322069B (en) | Underwater combination base of open caisson and steel pipe piles and construction method | |
CN201962661U (en) | Offshore movable lifting multifunctional working platform | |
KR101354383B1 (en) | Working platform for underwater explosion work using small barges | |
KR20120015447A (en) | Mooring system for floating arctic vessel | |
US4012917A (en) | Bridge beam tower erection methods and apparatus | |
US4002038A (en) | Method and apparatus for rapid erection of offshore towers | |
US2657540A (en) | Method of erecting and positioning marine structures | |
US3486343A (en) | Platform for drilling wells at water locations | |
CN208148982U (en) | Amphibious geotechnical engineering investigation platform | |
WO2012004556A1 (en) | Surface-breaking re-usable submergeable template for installing one or more submerged columns/piles | |
US3362170A (en) | Triangular based offshore platform | |
US3857247A (en) | Offshore tower erection technique | |
CN202170512U (en) | Underwater combined base for open caisson and steel pipe piles | |
CN107117269A (en) | A kind of new semi-submersible offshore platform and application method suitable for the arctic | |
CN105604061B (en) | A kind of surface unit and its construction method entering rock installation for steel-pipe pile in water | |
Ellers | Advanced offshore oil platforms | |
RU2499098C2 (en) | Ice-resistant self-lifting platform for freezing shallow water and method of its installation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181127 Termination date: 20210427 |
|
CF01 | Termination of patent right due to non-payment of annual fee |