CN101761311B - Underwater geotechnical drilling equipment and underwater geotechnical exploration method - Google Patents
Underwater geotechnical drilling equipment and underwater geotechnical exploration method Download PDFInfo
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- CN101761311B CN101761311B CN 200910244128 CN200910244128A CN101761311B CN 101761311 B CN101761311 B CN 101761311B CN 200910244128 CN200910244128 CN 200910244128 CN 200910244128 A CN200910244128 A CN 200910244128A CN 101761311 B CN101761311 B CN 101761311B
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Abstract
The invention provides an underwater geotechnical drilling equipment, which comprises: a reverse force holding device providing reverse force for the underwater geotechnical drilling equipment; a vacuum forming device arranged on the reverse force holding device to generate negative pressure; a drilling device arranged in the reverse force holding device to drill into a drill rod; a controlling device arranged in the reverse force holding device to control the drilling of the drill rod; and a drilling data measuring and processing device. The underwater geotechnical drilling equipment according to the invention explores soil layers under seabed soil surface by way of drilling, since the reverse force holding device can provide sufficient reverse force for the drilling of the underwater geotechnical drilling equipment, underwater drilling can be carried out smoothly so as to obtain drilling parameters as well as rock and soil physical mechanic characteristic parameters and variation following with depths for determining carrying capacity and modulus of ocean geotechnical foundation. The invention further provides an underwater geotechnical drilling equipment using the underwater geotechnical drilling equipment.
Description
Technical field
The present invention relates to the probing of a kind of ground, especially relate to a kind of under water, the drilling equipment of ground under water of the particularly ground exploration in seabed and ground exploitation method under water thereof.
Background technology
21st century is the new century of marine resources development, and countries in the world are exploitation ocean, Development of Marine economy and the marine industries strategic objective as national development.Along with the development of marine industries, the ocean not only can become human future important resource, particularly Energy Base, also can become the main battlefield of countries in the world contention expansion and development space.Aspect the unknown and following detection, the deep-sea ocean floor is the same with space, has very strong attraction and challenge.The engineering relevant with the deep sea resources exploitation along with the continuous quickening of human development deep sea resources paces and become one of focus of scientific and technical innovation on the world industry history.
With the great demand of marine resources development as country, the development and utilization ocean is as the fundamental state policy of country in China.Marine resources development has great strategic significance to China, and the while opportunities and challenges are also deposited.Deep-sea under water geotechnical investigation and detecting devices and technology is indispensable critical support technology in the design and construction of large-scale maritime works's facility such as offshore production platform, also is the key technology of restriction China ocean petroleum developing.Exploitation ocean geotechnical investigation equipment and observation and control technology have important construction value and Practical significance to China's deep-sea resources exploitation, and will fill up the blank of domestic ocean geotechnical investigation technology, for carry out ocean Characteristics of Geotechnical Engineering research, large ocean engineering structure-ground interacts and safety evaluation provides strong technical support.
Deep-sea under water geotechnical investigation and detecting devices and technology is critical support technology in the design and construction of large-scale maritime works's facilities such as offshore production platform, but under the ocean water that China has at present the geotechnical investigation technology mainly by abroad buying or lease and being only applicable to 30 meters of the depth of waters with shallow coastal waters or offshore engineering.To 30 meters so that deeply, particularly 100 meters to the work of the submarine rock and soil engineering investigations of 1000 meters depth of waters, basically be to entrust the company of the U.S., Japan and the ocean science developed country such as Dutch to finish, be difficult to fully to grasp the firsthand information and cause for information about information loss.So, at the deep-sea under water aspect geotechnical investigation and the Detection Techniques, China there is no equipment and the technology that has own independent intellectual property rights, and this has become one of the large ocean engineering services such as serious restriction China deep-sea production platform great Pinch technology difficult problem in building.
Summary of the invention
The present invention is intended to solve at least one of technical problem that exists in the prior art.For this reason, one object of the present invention is to propose a kind of drilling equipment of ground under water that can carry out the geotechnical engineering detection in the deep water of different scale.
Further, the present invention need to provide a kind of exploitation method of ground under water that can carry out the geotechnical engineering detection in the deep water of different scale.
According to the drilling equipment of ground under water of the present invention, can comprise: the counter-force bracing or strutting arrangement, being used under water, the ground drilling equipment provides counter-force; Vacuum forms device, and described vacuum forms device and can be arranged on the described counter-force bracing or strutting arrangement, is used for producing negative pressure at the counter-force bracing or strutting arrangement; Drilling apparatus, described drilling apparatus can be arranged on and be used for creeping into drilling rod in the described counter-force bracing or strutting arrangement; Control device, described control device can be arranged in the described counter-force bracing or strutting arrangement, are used for creeping into of control drilling rod; And creep into DATA REASONING and treating apparatus, describedly creep into the drilling parameter that DATA REASONING and treating apparatus can be used for measuring and processing drilling rod.
The drilling equipment of ground under water according to the present invention is reconnoitred the following rock-soil layer of seabed mud face in the mode of creeping into, because described counter-force bracing or strutting arrangement is the counter-force that provides enough of creeping into of ground drilling equipment under water, thereby so that the described drilling equipment of ground under water can carry out trouble free service under water, and can obtain under water drilling parameter, thereby can obtain rock and soil body physico mechanical characteristic parameter and along the variation of the degree of depth, and supporting capacity and the modulus of definite ocean Rock soil Foundation.
In addition, the drilling equipment of ground under water according to the present invention also has at least one in the following additional technical feature:
According to one embodiment of present invention, the described drilling equipment of ground under water also comprises: the drilling rod splicing device, the adjacent setting with drilling apparatus of described drilling rod splicing device is used for the described drilling rod of continued access.
According to one embodiment of present invention, described drilling rod splicing device comprises: at least one connects drilling rod; Connect the drilling rod apparatus for placing, described connection drilling rod apparatus for placing is used for holding described connection drilling rod; Electric rotating machine, described electric rotating machine are used for connecting the rotation of drilling rod apparatus for placing to the precalculated position; And the propelling linear electric motors, described propelling linear electric motors are used for advancing the connection drilling rod of having settled, to carry out continued access with described drilling rod.
According to one embodiment of present invention, described drilling rod splicing device also comprises: the chuck hookup is used for carrying out the continued access process and carrying out clamping connecting drilling rod and described drilling rod.
According to one embodiment of present invention, when electric rotating machine will connect the rotation of drilling rod apparatus for placing to the precalculated position, chuck hookup and the clamping of predetermined accommodation hole phase make predetermined connection drilling rod be promoted by pushing ram by the chuck linkage, and then carry out continued access with drilling rod.
According to one embodiment of present invention, described counter-force bracing or strutting arrangement comprises: drilling rod is placed and control cabinet, is used for holding drilling rod and described control device; Drilling rod connects and propelling module, and described drilling rod connection is placed with described drilling rod with propelling module and is connected with accommodation chamber, is used for holding described drilling apparatus; The vacuum drilling cabin, described vacuum drilling cabin is connected with propelling module with described drilling rod and connects; And the injection cabin, described injection cabin is connected with described vacuum drilling cabin, is used for injection in ground under water.
According to one embodiment of present invention, be provided with separating plate between described vacuum drilling cabin and the described injection cabin, be used for preventing that the mud of ground enters described vacuum drilling cabin under water, to realize the isolation of water and mud.
According to one embodiment of present invention, described negative pressure can for-60kPa～-80kPa.Described negative pressure can be and advances drilling rod that enough counter-forces are provided, with huge water pressure and the draught head of antagonism deep-sea ocean floor formation.
According to one embodiment of present invention, described vacuum forms device and comprises: the drainage tracheae; Water pump, described water pump are extracted the water in described injection cabin and the vacuum drilling cabin out, and discharge by the drainage tracheae; And vacuum pump, described vacuum pump is expelled to predetermined negative pressure via described drainage tracheae with the gas in vacuum drilling cabin and injection cabin.
According to one embodiment of present invention, the weight of described counter-force bracing or strutting arrangement is the 15-30 ton.
According to one embodiment of present invention, the described drilling equipment of ground under water also comprises the sealing device that described counter-force bracing or strutting arrangement is sealed, to seal under the high pressure of deep-sea, so that the counter-force bracing or strutting arrangement can be worked under the environment of hermetically drying.
According to one embodiment of present invention, the described drilling equipment of ground under water also comprises the water and soil separator, and described water and soil separator is connected with described drainage tracheae, is used for that the water in the described drainage tracheae of flowing through is carried out water and soil and separates.
According to one embodiment of present invention, described drilling apparatus comprises: drilling rod; Creep into position sensor,, behind the precalculated position, trigger and creep into stop signal for detection of rod boring; And the motor that is used for driving rod boring, described motor stops to drive after receiving described stop signal.
According to one embodiment of present invention, described control device be disposed for automatically performing in following one of at least: the control of drilling rod connection procedure, drilling rod automatically advance control and creep into DATA REASONING and processing controls.
According to one embodiment of present invention, the described drilling equipment of ground under water also comprises supervising device under water, carries out process monitoring when being used under water operation.
According to one embodiment of present invention, the described drilling equipment of ground under water also comprises geotechnical engineering feedback analysis and evaluating apparatus, is used for described drilling parameter is analyzed and estimated.
According to one embodiment of present invention, the underwater exploration degree of depth of the described drilling equipment of ground under water is 30-1000m.
According to one embodiment of present invention, according to the drilling equipment of ground under water of the present invention, the degree of depth be 30-1000m carry out deep-sea drilling under water, obtain rate of penetration, by numerical simulation and feedback analysis, set up the quantitative relationship of survey data and Rock soil Characteristics, Characteristics of Geotechnical Engineering is carried out rational evaluation.
According to another preferred embodiment, provide a kind of exploitation method of ground under water, the method adopts the above-mentioned drilling equipment of ground under water to explore.The steps include:
The described drilling equipment of ground is under water sunk down into ground zone under water;
Utilize described vacuum to form device with in the described ground under water of the described drilling equipment of the ground under water suction injection zone; And
Utilize drilling rod to carry out ground probing under water.
According to the exploitation method of ground under water of the present invention, can be used for the physical mechanics condition parameter of back analysis rock and soil layer, determine modulus of deformation and the intensity index of rock-soil material, determine the supporting capacity of ocean Rock soil Foundation.
The aspect that the present invention adds and advantage in the following description part provide, and part will become obviously from the following description, or recognize by practice of the present invention.
Description of drawings
Above-mentioned and/or additional aspect of the present invention and advantage are from obviously and easily understanding becoming the description of embodiment below in conjunction with accompanying drawing, wherein:
Fig. 1 is the structural representation of the counter-force bracing or strutting arrangement of the drilling equipment of ground under water according to an embodiment of the invention;
Fig. 2 is the overall structure schematic diagram of the drilling equipment of ground under water shown in Fig. 1;
Fig. 3 is the drilling apparatus schematic diagram of the drilling equipment of ground under water shown in Fig. 1;
Fig. 4 is the drilling rod splicing device schematic diagram of the drilling equipment of ground under water shown in Fig. 1; With
Fig. 5 is the working state figure of the drilling equipment of ground under water shown in Fig. 1, wherein, Fig. 5 (a) has shown the sinking installment state of ground drilling equipment under water, Fig. 5 (b) has shown the suction injection state of ground drilling equipment under water, and Fig. 5 (c) has shown the exploration state that creeps into of ground drilling equipment under water.
The specific embodiment
The below describes embodiments of the invention in detail, and the example of described embodiment is shown in the drawings, and wherein identical or similar label represents identical or similar element or the element with identical or similar functions from start to finish.Be exemplary below by the embodiment that is described with reference to the drawings, only be used for explaining the present invention, and can not be interpreted as limitation of the present invention.
Describe in detail according to the drilling equipment of ground under water 1 of the present invention below with reference to Fig. 1-Fig. 4, wherein Fig. 1 has shown the structural representation of the counter-force bracing or strutting arrangement of the drilling equipment of ground under water according to an embodiment of the invention.
Such as Fig. 1-shown in Figure 4, ground drilling equipment 1 comprises that counter-force bracing or strutting arrangement 11, vacuum form device 12, drilling apparatus 13, control device (not shown) and creep into DATA REASONING and the treating apparatus (not shown) under water.
Counter-force bracing or strutting arrangement 11 is used under water, and ground drilling equipment 1 provides counter-force.Counter-force bracing or strutting arrangement 11 comprises: the drilling rod placement is connected with control cabinet, drilling rod connects and propelling module 112, vacuum drilling cabin 113 and injection cabin 114.Alternatively, drilling rod place are connected with control cabinet, drilling rod connects and propelling module 112 and injection cabin 114 are cross section and are the barrel-shaped cabin of circle, and vacuum drilling cabin 113 can be upper end diameter less than the cone tubular cabin of lower end diameter.
Wherein, drilling rod placement and control cabinet 111 are used for holding drilling rod 131 and control device.Drilling rod connects with propelling module 112 and is connected with accommodation chamber with the drilling rod placement, is used for holding drilling apparatus 13.Vacuum drilling cabin 113 is connected with drilling rod to be connected with propelling module and connects.Injection cabin 114 is connected with vacuum drilling cabin 113, is used for injection in ground under water.In an example of the present invention, counter-force bracing or strutting arrangement 11 also comprises water and soil separator 16.Alternatively, water and soil separator 16 can be separating plate, this separating plate 16 is arranged between vacuum drilling cabin 113 and the injection cabin 114, and be formed with a lot of holes at separating plate 16, be used for the water in injection cabin 114 is realized the isolation of water and mud, can prevent that the mud in the ground under water from entering in the vacuum drilling cabin 113.
In the drilling equipment of ground under water 1 of the present invention, counter-force bracing or strutting arrangement 11 adopts the principle on suction bucket basis, namely by the vacuum pump that is placed on the bucket top system is vacuumized, and namely can form initiatively suction to seabed mud face, as shown in Figure 2.Under the effect of this suction, the counter-force bracing or strutting arrangement 11 injection seabed mud face certain depths of barrel shape form a sealing system.Because the inside and outside huge pressure differential of bucket, so that the suction of 11 pairs of seabeds of counter-force bracing or strutting arrangement mud face consists of the major part of creeping into needed counter-force, the weight that also has in addition ground drilling equipment under water 1 itself, also add extraly the size of described counter-force, and increased further the stability of underwater exploration.According to calculating, for example, be 2m and the high counter-force that about 15-50 ton can be provided for the counter-force bracing or strutting arrangement 11 of 3.0-4.0m of bucket according to bucket of the present invention footpath.
Because ground drilling equipment 1 need to be worked under the environment of sealing under water, therefore, in an example of the present invention, ground drilling equipment 1 also comprises the sealing device 15 that counter-force bracing or strutting arrangement 11 is sealed under water, under the high pressure of deep-sea counter-force bracing or strutting arrangement 11 is sealed.
As shown in Figure 2, vacuum forms device 12 and is arranged on the counter-force bracing or strutting arrangement 11, so that produce negative pressure in counter-force bracing or strutting arrangement 11.Vacuum forms device 12 and comprises drainage tracheae 121, the water pump 122 and the vacuum pump 123 that link to each other with drainage tracheae 121 upper ends.Wherein, the lower end of drainage tracheae 121 is stretched in the vacuum drilling cabin 113.After water pump 122 was extracted water in injection cabins 114 and the vacuum drilling cabin 113 out, water was discharged by drainage tracheae 121, and vacuum pump 123 is expelled to predetermined negative pressure via drainage tracheae 121 with the gas in vacuum drilling cabin 113 and injection cabin 114.Particularly, this negative pressure be-60kPa～-80kPa.Need to prove that those of ordinary skill can be regulated according to the needs of underwater exploration the size of described negative pressure after having read technique scheme, above-mentioned scope is for illustrative purposes thus, rather than in order to limit protection scope of the present invention.
During work, at first by the water in water pump 122 extraction injection cabins 114 and the vacuum drilling cabin 113, then stop water pump 122 work, and start vacuum pump 123 work, by 123 pairs of vacuum drilling cabins 113 of vacuum pump bleed, make pressure in the vacuum drilling cabin 113 reach-60kPa～-negative pressure of 80kPa.After vacuum satisfies above-mentioned requirements, stop vacuum pump 123 work, thereby for advancing drilling rod 131 that enough counter-forces are provided, with huge water pressure and the draught head of antagonism deep-sea ocean floor formation.
Make water and mud isolation owing between vacuum drilling cabin 113 and injection cabin 114, form separating plate, thereby prevent mud in the ground under water from entering in the vacuum drilling cabin 113 and stop up drainage tracheae 121, thereby realized the water in the drainage exhaust pipe 121 of flowing through is filtered, guaranteed that thus water pump 122 and vacuum pump 123 can run well after exploration process and exploration end.
As shown in Figure 3, drilling apparatus 13 is arranged in the counter-force bracing or strutting arrangement 11, is used for creeping into drilling rod 131, and particularly, drilling apparatus 13 is arranged in drilling rod connection and the propelling module 112.Drilling apparatus 13 comprises drilling rod 131, be used for to measure creep into displacement creep into position sensor 132, bevel gearing 134 and motor 133.
During work, motor 133 drives drilling rod 131 by bevel gearing 134 and creeps into seabed mud face, and can measure at any time rotating speed.When motor creeps into after position sensor 132 detects drilling rods 131 and creep into the precalculated position, trigger and creep into stop signal, motor stops to drive drilling rod 131 after receiving stop signal.
Because will can not carry out manual intervention in the work of deep-sea underwater environment, each course of work need to be finished the overall process automatic operation under pre-set programs.Control device and creep into DATA REASONING and treating apparatus is arranged on all that creeping into of counter-force bracing or strutting arrangement 11 placed and control cabinet 111 in.Control device is used for creeping into of control drilling rod 131, and control device be disposed for automatically performing in following one of at least: the control of drilling rod flange rotary, the control of drilling rod connection procedure and drilling rod advance control automatically.And creep into the drilling parameter that DATA REASONING and treating apparatus are used for measuring and processing drilling rod 131.
In one embodiment of the invention, also comprise drilling rod splicing device 14, drilling rod splicing device 14 be arranged on creep into place and control cabinet 111 in, adjacent setting with the top of drilling apparatus 13 can continued access drilling rod 131 when the length of drilling rod 131 is inadequate.
As shown in Figure 4, drilling rod splicing device 14 comprises that at least one connects drilling rod 141, connection drilling rod apparatus for placing 142, electric rotating machine 143, advances linear electric motors 144, pushing ram 146, rotary angle transmitter (not shown) and displacement transducer (not shown).
Connect drilling rod apparatus for placing 142 and be used for holding above-mentioned connection drilling rod 141, that is to say, connect drilling rod apparatus for placing 142 and be formed with at least one for placing the accommodation hole that connects drilling rod 141.Described connection drilling rod apparatus for placing 142 can be set according to the needs of underwater exploration, and for example, described connection drilling rod apparatus for placing 142 can hold a plurality of connection drilling rods 141, and when needed a plurality of connection drilling rods 141 is connected on the described drilling rod 131.Electric rotating machine 143 is used for connecting 142 rotations of drilling rod apparatus for placing to the precalculated position.Advance linear electric motors 144 to advance the connection drilling rod 141 of having settled by driving pushing ram 146, in order to carry out continued access with drilling rod 131.
In an example of the present invention, such as Fig. 2-shown in Figure 4, drilling rod splicing device 14 also comprises chuck hookup 145, this chuck hookup 145 is arranged on and creeps in placement and the control cabinet 111, can match with one of them accommodation hole in the connection drilling rod apparatus for placing 142, namely, when electric rotating machine 142 will connect 142 rotations of drilling rod apparatus for placing to the precalculated position, chuck hookup 145 and the clamping of predetermined accommodation hole phase, predetermined connection drilling rod 141 is promoted by pushing ram 146 by the chuck linkage, and then carry out continued access with drilling rod 131.
The course of work of drilling rod splicing device 14 is: at first pass through electric rotating machine 143 drives and connect placement boring rod sets 142 to assigned address, when rotary angle transmitter detected connection placement boring rod set 142 to assigned address, electric rotating machine 143 quit work.Then, arrive assigned address by the connection drilling rod 141 that advances linear electric motors 144 to promote to have placed, connect in order to finish drilling rod, finish the target that drilling rod prolongs, when displacement transducer detects connection drilling rod 141 arrival assigned address, advance linear electric motors 144 to quit work.
Start chuck hookup 145, when the sensor on the chuck hookup 145 detect connect drilling rod 141 are connected with drilling rod finish connection after, chuck unclamps, connecting moves is finished.At this moment, start propelling linear electric motors 144 and turn back to its initial position, and propelling linear electric motors 144 are quit work.And then starting electric rotating machine 143, after connection placement boring rod set 142 forwarded certain angle to, electric rotating machine 143 quit work.Finished thus the connection that connects drilling rod 141 and drilling rod 131, at this moment, connect drilling rod 141 and former drilling rod 131 and synthesize the new drilling rod that creeps into.If new run of steel is still inadequate, then can be according to the above-mentioned course of work new connection drilling rod 141 of continued access again.
In one embodiment of the invention, ground drilling equipment 1 also further comprises supervising device under water under water, adopts monitoring video equipment to carry out process monitoring when namely being used under water operation.In another example of the present invention, ground drilling equipment 1 further comprises geotechnical engineering feedback analysis and evaluating apparatus under water, is used for drilling parameter is analyzed and estimated.
In another embodiment of the present invention, ground drilling equipment 1 comprises that further the data acquisition storage sends and the treatment system (not shown) under water.Send by the data acquisition storage and treatment system is finished data acquisition, storage, transmission and processing in the exploration process automatically at the drilling equipment 1 of ground under water of deep-sea underwater environment work.In the exploration process of lithosphere, need to record drilling rod displacement, unit interval drilling depth; And in the exploration of seabed mud face, need to record drilling rod displacement, drilling depth and pressure, and carry out data data acquisition storage transmission and processing.
According to the drilling equipment of ground under water 1 of the present invention, its underwater exploration degree of depth can reach 30-1000m.Need to prove that those of ordinary skill can adapt to according to the needs of underwater exploration the degree of depth of described exploration after having read technique scheme, above-mentioned scope is for illustrative purposes thus, rather than in order to limit protection scope of the present invention.
The drilling equipment of ground under water according to the present invention is reconnoitred seabed mud face and lithosphere in the mode of creeping into, and provide counter-force by the counter-force bracing or strutting arrangement for creeping into of ground drilling equipment under water, and can obtain the drilling parameter of drilling rod, thereby can obtain rock and soil body physico mechanical characteristic parameter and along the variation of the degree of depth, and the supporting capacity of definite ocean Rock soil Foundation.
The below describes the method for utilizing the above-mentioned drilling equipment of ground under water 1 to carry out ground exploration under water with reference to Fig. 5, and the method may further comprise the steps:
1. ground drilling equipment 1 sinks down into seabed mud face or lithosphere under water;
2. utilize vacuum to form device 12 under water in ground drilling equipment 1 suction injection seabed mud face or the lithosphere; And
3. utilize drilling rod 131 to carry out ground probing under water.
Below with reference to Fig. 1-Fig. 5 describe in detail the drilling equipment 1 of ground under water according to the present invention at the deep-sea under water operating principle.
As shown in Figure 5, boat-carrying is after ground drilling equipment 1 is placed into the precalculated position by anchor chain 2 and hookup wire 3 under water, ground drilling equipment 1 sinks under its Gravitative Loads automatically under water, and contact is installed in (with reference to figure 5 (a)) on seabed mud face or the lithosphere, then by water pump 122 and the vacuum pump 123 at ground drilling equipment 1 top draw water and bleed under water, seabed mud face or lithosphere are applied initiatively suction, so that injection cabin 114 injection seabed mud faces or lithosphere (Fig. 5 (b)), then automatically control and creep into exploration (Fig. 5 (c)), record gathers and sends deal with data simultaneously.After ground drilling equipment 1 is recovered to seagoing vessel 4 under water, carry out data analysis and inverting, and the relation of research probing drilling depth speed and rock and soil properties, by numerical simulation and feedback analysis, set up the quantitative relationship of survey data and Rock soil Characteristics, Characteristics of Geotechnical Engineering is carried out rational evaluation.
Any mentioning " embodiment ", " embodiment ", " illustrative examples " etc. mean to be contained among at least one embodiment of the present invention in conjunction with concrete member, structure or characteristics that this embodiment describes.Not necessarily refer to identical embodiment in this schematic statement everywhere of this manual.And when describing concrete member, structure or characteristics in conjunction with any embodiment, what advocate is, realizes that in conjunction with other embodiment such member, structure or characteristics all drop within those skilled in the art's the scope.
Although with reference to a plurality of illustrative examples of the present invention the specific embodiment of the present invention is described in detail, but it must be understood that, those skilled in the art can design multiple other improvement and embodiment, and these improve and embodiment will drop within the spirit and scope.Particularly, within the scope of aforementioned open, accompanying drawing and claim, can make rational modification and improvement aspect the layout of component and/or subordinate composite configuration, and can not break away from spirit of the present invention.Except modification and the improvement of component and/or layout aspect, its scope is limited by claims and equivalent thereof.
Claims (15)
1. ground drilling equipment under water comprises:
The counter-force bracing or strutting arrangement, being used under water, the ground drilling equipment provides counter-force;
Vacuum forms device, and described vacuum forms device and is arranged on the described counter-force bracing or strutting arrangement, is used for producing negative pressure at the counter-force bracing or strutting arrangement;
Drilling apparatus, described drilling apparatus are arranged on and are used for creeping into drilling rod in the described counter-force bracing or strutting arrangement;
Control device, described control device are arranged in the described counter-force bracing or strutting arrangement, are used for creeping into of control drilling rod; And
Creep into DATA REASONING and treating apparatus, describedly creep into the drilling parameter that DATA REASONING and treating apparatus are used for measuring and processing drilling rod;
Also comprise: the drilling rod splicing device, the adjacent setting with drilling apparatus of described drilling rod splicing device is used for the described drilling rod of continued access;
Described drilling rod splicing device comprises:
At least one connects drilling rod;
Connect the drilling rod apparatus for placing, described connection drilling rod apparatus for placing is used for holding described connection drilling rod;
Electric rotating machine, described electric rotating machine are used for connecting the rotation of drilling rod apparatus for placing to the precalculated position; And
Advance linear electric motors, described propelling linear electric motors are used for advancing the connection drilling rod of having settled, to carry out continued access with described drilling rod.
2. the drilling equipment of ground under water according to claim 1, wherein, described drilling rod splicing device also comprises:
The chuck hookup is used for carrying out the continued access process and carrying out clamping connecting drilling rod and described drilling rod.
3. the drilling equipment of ground under water according to claim 1, wherein, described counter-force bracing or strutting arrangement comprises:
Drilling rod is placed and control cabinet, is used for holding drilling rod and described control device;
Drilling rod connects and propelling module, and described drilling rod connection is placed with described drilling rod with propelling module and is connected with accommodation chamber, is used for holding described drilling apparatus;
The vacuum drilling cabin, described vacuum drilling cabin is connected with propelling module with described drilling rod and connects; And
The injection cabin, described injection cabin is connected with described vacuum drilling cabin, is used for injection in ground under water.
4. the drilling equipment of ground under water according to claim 3 wherein, is provided with separating plate between described vacuum drilling cabin and the described injection cabin, is used for preventing that the mud of ground enters described vacuum drilling cabin under water.
5. the drilling equipment of ground under water according to claim 3, wherein, described negative pressure is-60kPa～-80kPa.
6. the drilling equipment of ground under water according to claim 3, wherein, described vacuum forms device and comprises:
The drainage tracheae;
Water pump, described water pump are extracted the water in described injection cabin and the vacuum drilling cabin out, and discharge by the drainage tracheae; And
Vacuum pump, described vacuum pump is expelled to predetermined negative pressure via described drainage tracheae with the gas in vacuum drilling cabin and injection cabin.
7. the drilling equipment of ground under water according to claim 1, wherein, the weight of described counter-force bracing or strutting arrangement is the 15-30 ton.
8. the drilling equipment of ground under water according to claim 1 also comprises the sealing device that described counter-force bracing or strutting arrangement is sealed.
9. the drilling equipment of ground under water according to claim 6 also comprises:
The water and soil separator, described water and soil separator is connected with described drainage tracheae, is used for that the water in the described drainage tracheae of flowing through is carried out water and soil and separates.
10. the drilling equipment of ground under water according to claim 1, wherein, described drilling apparatus comprises:
Drilling rod;
Creep into position sensor,, behind the precalculated position, trigger and creep into stop signal for detection of rod boring; And
Be used for driving the motor of rod boring, described motor stops to drive after receiving described stop signal.
11. the drilling equipment of ground under water according to claim 1, wherein, described control device be disposed for automatically performing in following one of at least: the control of drilling rod connection procedure, drilling rod automatically advance control and creep into DATA REASONING and processing controls.
12. the drilling equipment of ground under water according to claim 1 also comprises: supervising device under water, carry out process monitoring when being used under water operation.
13. the drilling equipment of ground under water according to claim 1 also comprises: geotechnical engineering feedback analysis and evaluating apparatus are used for described drilling parameter is analyzed and estimated.
14. the drilling equipment of ground under water according to claim 1, wherein, the underwater exploration degree of depth of the described drilling equipment of ground under water is 30-1000m.
15. a ground exploitation method under water, the method are utilized, and arbitrary described drilling equipment of ground under water carries out ground exploration under water among the claim 1-14, described method comprises the steps:
The described drilling equipment of ground is under water sunk down into ground zone under water;
Utilize described vacuum to form device with in the described ground under water of the described drilling equipment of the ground under water suction injection zone; And
Utilize drilling rod to carry out ground probing under water.
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| CN 200910244128 CN101761311B (en) | 2009-12-29 | 2009-12-29 | Underwater geotechnical drilling equipment and underwater geotechnical exploration method |
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| CN 200910244128 CN101761311B (en) | 2009-12-29 | 2009-12-29 | Underwater geotechnical drilling equipment and underwater geotechnical exploration method |
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| EP2562346B1 (en) | 2011-08-23 | 2019-03-13 | BAUER Maschinen GmbH | Underwater drilling assembly and method for producing a borehole |
| CN102830443B (en) * | 2012-08-21 | 2015-04-15 | 广东省广州航道局 | Device and method for detecting underwater rocks |
| CN103233453B (en) * | 2013-04-18 | 2015-08-19 | 天津大学 | A kind of original position soil body surveying method |
| CN104006986A (en) * | 2014-06-06 | 2014-08-27 | 黄河水利委员会黄河水利科学研究院 | Deep layer sampling system and method of coarse sand riverbed of sediment-laden river |
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| CN111594075B (en) * | 2020-05-28 | 2022-12-27 | 闽清紫扬信息技术有限公司 | Small core drilling machine with automatic drill rod splicing function |
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