[go: up one dir, main page]

CN113969573A - Gravity type penetration device and method for submarine sediment pore pressure observation probe rod - Google Patents

Gravity type penetration device and method for submarine sediment pore pressure observation probe rod Download PDF

Info

Publication number
CN113969573A
CN113969573A CN202111207355.4A CN202111207355A CN113969573A CN 113969573 A CN113969573 A CN 113969573A CN 202111207355 A CN202111207355 A CN 202111207355A CN 113969573 A CN113969573 A CN 113969573A
Authority
CN
China
Prior art keywords
cabin
probe rod
cable
control
observation probe
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.)
Granted
Application number
CN202111207355.4A
Other languages
Chinese (zh)
Other versions
CN113969573B (en
Inventor
贾永刚
陈天
孙中强
季春生
范智涵
冯学志
刘飞
王慧
徐超
刘金明
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.)
Ocean University of China
Original Assignee
Ocean University of China
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 Ocean University of China filed Critical Ocean University of China
Priority to CN202111207355.4A priority Critical patent/CN113969573B/en
Publication of CN113969573A publication Critical patent/CN113969573A/en
Application granted granted Critical
Publication of CN113969573B publication Critical patent/CN113969573B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • E02D1/027Investigation of foundation soil in situ before construction work by investigating properties relating to fluids in the soil, e.g. pore-water pressure, permeability
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L11/00Measuring steady or quasi-steady pressure of a fluid or a fluent solid material by means not provided for in group G01L7/00 or G01L9/00
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample
    • G01N15/0826Investigating permeability by forcing a fluid through a sample and measuring fluid flow rate, i.e. permeation rate or pressure change
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/24Earth materials

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Analytical Chemistry (AREA)
  • Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Geology (AREA)
  • Hydrology & Water Resources (AREA)
  • Fluid Mechanics (AREA)
  • Dispersion Chemistry (AREA)
  • Remote Sensing (AREA)
  • Food Science & Technology (AREA)
  • Medicinal Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

The invention relates to a gravity type penetration device and method for a submarine sediment pore pressure observation probe rod, and the gravity type penetration device comprises a control cabin and an observation probe rod, wherein a pressure resisting cabin and an assembly cabin are formed in the control cabin, a first lifting ring is fixed in the pressure resisting cabin, an underwater acoustic transducer, a pressure sensor and an attitude sensor are respectively installed in the first lifting ring, a mechanical lock catch driven by a first driving mechanism is installed in the assembly cabin, and a first acquisition control system and a first battery pack are installed in the pressure resisting cabin; survey probe rod includes that the surface inlays and installs the probe rod body of pore pressure sensor, and the one end of probe rod body is equipped with the penetration pointed end, and the other end is fixed with the data acquisition cabin, and the fixed second rings of one end of probe rod body are kept away from to the data acquisition cabin, installs data acquisition appearance, second acquisition control system in the data acquisition cabin to and be used for the second battery package of power supply. The method is simple and easy to use, has high working efficiency, provides real and reliable observation data for submarine geological disaster monitoring and early warning and ocean engineering construction, and has important practical significance.

Description

Gravity type penetration device and method for submarine sediment pore pressure observation probe rod
Technical Field
The invention relates to the technical field of ocean engineering geology and long-term observation of seabed in situ, in particular to a gravity type penetration device and method for a seabed sediment pore pressure observation probe rod.
Background
China is a large country on the verge of the sea, in recent years, the engine effect that China's ocean science and technology innovation promotes the development of the marine industry is remarkable, large-scale marine engineering construction is fiercely, the safety problem of the marine engineering construction in complex and variable marine environments is increasingly remarkable, and the development of the marine industry is important.
The seabed pore pressure observation probe rod is used as the most direct and effective seabed observation means, can continuously monitor the pore pressure change in the seabed sediment in real time for a long time, can reflect the stability change of the seabed through the monitoring of the pore pressure of the seabed sediment, and has very important significance for ensuring the safety of ocean engineering construction. The seabed sediment pore pressure observation probe rod generally needs to vertically penetrate a slender rod body integrated with a sensor into the sediment, and is recovered from the seabed after the observation task is completed, so the seabed penetration technology of the seabed pore pressure observation probe rod also becomes a great technical difficulty. At present, the seabed pore pressure observation probe rod is usually injected by a static force type injection method, namely a special large-scale injection device is used, and seabed injection force is provided in a hydraulic transmission mode to realize seabed injection of the sea sediment observation probe rod. However, the penetration method needs to develop a special static penetration device to complete penetration in a matching way, the static penetration device is often over ton in weight, large in size and high in manufacturing cost, and a common small-sized operation ship is difficult to meet the requirements of offshore operation and low in working efficiency. Huge volume and weight cause great disturbance to submarine sediments, and the actual observation result is seriously influenced. In addition, hydraulic oil is easy to leak in deep sea environment, and pollutes marine ecological environment.
Therefore, how to develop the device and the method for penetrating the submarine sediment pore pressure observation probe rod, which are simple and easy to use, high in working efficiency and capable of guaranteeing the quality of observation data, and have important practical significance in providing real and reliable observation data for submarine geological disaster monitoring and early warning and ocean engineering construction.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides the gravity type penetration device and method for the submarine sediment pore pressure observation probe rod, which have the advantages of simplicity, easiness in use, high working efficiency, small disturbance and the like, and particularly can ensure the quality of observation data.
The invention is realized by the following technical scheme:
provides a gravity type penetration device of a submarine sediment pore pressure observation probe rod, which comprises a control cabin and an observation probe rod,
a sealed pressure-resistant cabin and an open assembly cabin which is connected with an observation probe rod are formed in the control cabin through a baffle, a first lifting ring is fixed on the end face of the pressure-resistant cabin on the control cabin, an underwater acoustic transducer, a pressure sensor and an attitude sensor are respectively installed on the periphery of the first lifting ring, a mechanical lock catch which is driven by a first driving mechanism to rotate to open and close is installed on the baffle in the assembly cabin, a first acquisition control system and a first battery pack for supplying power are installed in the pressure-resistant cabin, the first acquisition control system is respectively electrically connected with the underwater acoustic transducer, the pressure sensor, the attitude sensor and the first driving mechanism, and a mechanical lock catch reset window is formed outside the control cabin;
survey the probe rod and include that the surface inlays the probe rod body of installing pore pressure sensor, the one end of probe rod body is equipped with the penetration pointed end, the other end of probe rod body is fixed with the data acquisition cabin that can assemble the assembly under-deck, the one end that the probe rod body was kept away from in the data acquisition cabin is fixed with mechanical hasp complex second rings, the data acquisition instrument of being connected with the electricity between the pore pressure sensor is installed in the data acquisition cabin, be connected second acquisition control system with the data acquisition instrument electricity, and be used for the second battery package of power supply.
Furthermore, the control cabin is fixed with the lower end cover at the opening end of assembly cabin, and the control cabin has the upper end cover through threaded connection in the outside of withstanding the pressure cabin, and the control cabin outside is equipped with the balancing weight between upper end cover and lower end cover, and the lower end cover is forming the spacing recess in the one side of keeping away from the balancing weight.
The lower end cover and the upper end cover are respectively arranged at two ends of the control cabin, the balancing weight is limited and fixed through the upper end cover and the lower end cover, and the limiting groove arranged on the lower end cover can be matched with the limiting protrusion on the feeler lever stopping disc.
Preferably, one side of each balancing weight is provided with a bulge, the other side of each balancing weight is provided with a groove, and adjacent balancing weights are matched with each other through the bulges and the grooves.
The balancing weight is designed into a lower inclined groove structure and an upper inclined convex groove structure, and the balancing weight can be firmly installed through the cooperation of the inclined groove and the inclined convex groove, so that the direct looseness of the balancing weight and the balancing weight is prevented.
Furthermore, the other end of the probe rod body is fixed with the data acquisition cabin through a probe rod stopping disc, and a limiting protrusion which is correspondingly inserted into the limiting groove is fixed on one surface of the probe rod stopping disc in the data acquisition cabin.
The probe rod stop disc supports the data acquisition cabin when the probe rod body is in a vertical state, and the surface of the probe rod stop disc is provided with a limiting protrusion which can be inserted into a limiting protrusion on a lower end cover of the control cabin, so that the probe rod and the control cabin are prevented from sliding at the connecting position when the pore pressure of the submarine sediments is observed, and the stability of the whole body is ensured.
And the deck laying system comprises a guide rail fixedly installed on the deck of the operating ship and a sliding seat connected to the guide rail in a sliding manner, a supporting frame used for placing the penetration device is rotatably installed on the sliding seat through a rotating shaft, and a second driving mechanism capable of driving the supporting frame to rotate by 90 degrees is installed between the other end of the supporting frame, which is far away from the rotating end of the supporting frame, and the sliding seat.
Through installing the guide rail on the deck, the slip is provided with the slide, and the support frame rotates and installs on the slide, can conveniently drive the control cabin and observe the probe rod and lay and retrieve along with the slide on the deck back-and-forth movement together, and the support frame rotates through second actuating mechanism control, conveniently rotates through the support frame and drives the control cabin and observe the probe rod and realize horizontal position and vertical position's switching, is convenient for lay and retrieve.
Furthermore, the supporting frame is vertically fixed with a feeler lever limiting plate at the rotating end of the supporting frame, an open slot for the feeler lever body to pass through is formed in the feeler lever limiting plate, and the feeler lever limiting plate is vertically fixed and extends at the open slot to form a supporting plate for supporting the feeler lever body.
The open slot on the probe rod limiting plate is used for the probe rod body to pass, and the supporting plate can be used for supporting the probe rod body, and simultaneously the probe rod limiting plate is used for supporting the data acquisition cabin for observing the probe rod when the probe rod body is in a vertical state.
Furthermore, the deck arrangement system further comprises a hanging bracket which is rotatably connected with the deck and can control the rotating angle, a cable capable of being controlled to be retracted and stored is installed on the hanging bracket, and a lifting hook used for being connected with the first lifting ring is arranged at the end part of the cable.
Install steerable turned angle's gallows on the deck of operation ship, install retractable hawser on the gallows, through hawser hoist and mount injection device is whole, and the angular rotation through the gallows, can conveniently cooperate the holistic cloth of injection device to put and retrieve, guarantees to lay and puts stably.
Furthermore, the cable is sequentially provided with an ultra-short base line, a floating ball, a buoy and an anchor block in a hanging manner.
The ultra-short baseline is used for accurately positioning the seabed of the seabed sediment pore pressure observation probe rod and providing seabed position coordinates for the subsequent observation probe rod recovery work; the floating ball and the buoy can keep the mooring rope connected with the observation probe rod in a vertical state as much as possible under water through self buoyancy, so that the situation that the mooring rope is too long to wind equipment is avoided; the weight of the anchor block is 500 kg, and the mooring rope connected with the hanging rack of the operation ship is kept in a vertical state as much as possible underwater through the weight of the anchor block, so that the condition that the submarine torrent pulls the mooring rope to influence the laying effect of the observation probe rod is avoided.
A use method of a gravity type penetration device of a submarine sediment pore pressure observation probe rod comprises the following steps:
A. assembling:
a1, hoisting the whole observation probe rod through a hanger, placing the probe rod body on a supporting plate, and tightly attaching the observation probe rod stop disc to the probe rod limiting plate;
a2, placing the control cabin provided with the balancing weight in a support frame on the sliding seat;
a3, inserting and installing a data acquisition cabin of the observation probe rod and an assembly cabin at one end of a control cabin, driving a mechanical lock catch to be locked through a first driving mechanism, connecting the mechanical lock catch with a second hanging ring of the data acquisition cabin, and connecting a lifting hook of a mooring rope with a first hanging ring on the control cabin;
B. laying:
b1, keeping the attitude of the working ship stable, and controlling the hanger to release the cable and to be in a loose state;
b2, controlling the second driving mechanism to act to enable the support frame to rotate 90 degrees towards the stern of the operation ship, and driving the observation probe rod to be in a vertically downward state;
b3, controlling the swinging of the hanger to enable the cable to be in a vertical state;
b4, controlling the hanger to recover the cable, hoisting the observation probe rod, and releasing the cable to enable the observation probe rod to gradually enter water;
b6, releasing the cable continuously, wherein an ultra-short base line, a floating ball, a buoy and an anchor block are hung on the cable in sequence in the releasing process;
C. penetration:
c1, sending a command to an underwater acoustic transducer on the control cabin through an underwater acoustic communicator on the operation ship, and receiving real-time state information fed back by an attitude sensor and a pressure sensor in the control cabin;
c2, comparing the fed back real-time state information with water depth information acquired by a ship-borne depth measurement system of the operation ship, judging the distance between the observation probe rod and the seabed, and stopping releasing the mooring rope when the observation probe rod is about 50 m away from the seabed, wherein the observation probe rod is in a hovering state;
c3, hovering the observation probe rod above the sea bottom surface for 15 minutes to make the pore pressure sensor and the data acquisition instrument of the observation probe rod fully sense the environmental temperature, and then releasing the cable at the maximum speed to make the observation probe rod vertically penetrate into the sediment at the sea bottom;
c4, continuously releasing the cable for about 50 m, wherein the cable between the floating ball and the anchor block is in a loose state and is used for bearing the dragging effect on the cable caused by the shaking of the working ship due to severe sea conditions;
c5, confirming the attitude information through underwater acoustic communication, evaluating the penetration quality, sending a release command if the penetration is successfully completed, and driving the mechanical lock catch to be opened by the first driving mechanism to separate the observation probe rod from the control cabin; if the expected purpose is not achieved, the cable is recovered, the observation probe rod is pulled up, and the machine is selected to repeat the laying;
D. and (3) recovering:
d1, releasing the shipborne underwater robot after the operation ship reaches the laying position, and controlling the hanger to release the cable;
d2, controlling the underwater robot to grab the hook on the cable by using the manipulator and submerge synchronously with the hook;
d3, controlling the underwater robot to position the observation probe rod at the seabed position, and connecting the hook of the cable to a second hanging ring at the upper part of the observation probe rod by using a manipulator of the underwater robot;
d4, floating the underwater robot to a distance away from the operation area, and recovering the cable by the operation ship through the hanger.
Further, the method also comprises a step E of recovering on the deck:
e1, continuously recovering the cable, and sequentially recovering an anchor block, a buoy, a floating ball and an ultra-short base line which are hung on the cable when the probe rod is observed to ascend;
e2, moving the support frame to the position of the ship tail deck of the operation ship through the sliding seat, and controlling the second driving mechanism to act to enable the support frame to rotate 90 degrees;
e3, after the observation probe rod is drained, controlling the hanger to rotate so as to drive the observation probe rod to integrally enter the open slot of the probe rod limiting plate and the supporting plate;
e4, controlling the hanger to release the cable, and enabling the observation probe rod stop disc to be completely attached to the probe rod limiting plate;
e5, controlling the hanger to rotate, continuously releasing the cable, controlling the second driving mechanism to act, reversely rotating the support frame by 90 degrees, finally enabling the control cabin and the observation probe rod to be in a transverse posture, pulling the support frame along the guide rail to enable the support frame to be away from the stern integrally, and completing deck recovery operation.
The invention has the beneficial effects that:
the submarine sediment pore pressure observation probe rod is arranged in a deck distribution system, is pushed horizontally into water to complete distribution, is not influenced by the lifting height of a distribution operation ship hanger, can be distributed by a common small operation ship, is high in field work safety, has the capability of completing submarine distribution under severe sea conditions, and is less restricted by field distribution conditions.
And the deck distribution system is only directly connected with the acquisition cabin at the upper part of the pore pressure probe rod, no special requirement is required for the structural size of the probe rod, the applicability is strong, the marine distribution requirement of a single system on the probe rods with various structural sizes can be met, and the equipment distribution cost is indirectly reduced.
And the control cabin presses the observation probe rod into the submarine sediment by means of gravity, extra power supply is not needed for underwater injection, the structure is simple, the number of movable parts is small, the construction cost is low, the reliability of a submarine injection system and external disturbance on the submarine sediment environment can be considered, and the quality of observation data is improved.
And fourthly, the device integrates submarine acoustic communication integrally, the remote control is disconnected with the data acquisition cabin of the observation probe rod, the reliability is high, the accurate position and posture information of the observation probe rod on the seabed can be fed back in real time, the penetration quality of the probe rod is evaluated, secondary penetration is facilitated, and the quality of the observation data is indirectly improved.
Fifthly, the gravity type injection device is easy to disassemble and maintain integrally, long in service life, convenient to assemble, integrate and arrange with the probe rod, high in arrangement efficiency, and capable of meeting the requirements of continuous, rapid and dense arrangement on the probe rod for observing a plurality of marine sediments in a short time.
Drawings
FIG. 1 is a schematic view of a control cabin according to the present invention;
FIG. 2 is a schematic view of a control cabin and a counterweight block mounting structure according to the present invention;
FIG. 3 is a schematic view of the observation probe of the present invention;
FIG. 4 is a schematic view of an assembly structure of a control cabin and an observation probe rod according to the present invention;
FIG. 5 is a schematic view of a release structure of the control cabin and the observation probe according to the present invention;
FIG. 6 is a schematic structural view of a deck deployment system of the present invention;
FIG. 7 is a schematic view of the overall structure of the present invention;
FIG. 8 is a schematic view of the integral connection structure of the gravity type penetration device of the submarine sediment pore pressure observation probe rod and the operation ship according to the present invention;
FIG. 9 is a schematic structural view of the gravity type penetration device of the sea bottom sediment pore pressure observation probe rod of the present invention assembled in use;
FIG. 10 is a schematic structural view of the gravity type penetration device for observing the pore pressure of the sediment at the bottom of the sea according to the present invention;
FIG. 11 is a schematic view of the connection structure of the cable during deployment on the seabed in accordance with the present invention;
FIG. 12 is a schematic structural view of the gravity type penetration device for observing the pore pressure of the sediment at the bottom of the sea according to the present invention;
FIG. 13 is a schematic view of the structure of the gravity type penetration device of the sea bottom sediment for observing pore pressure of the probe rod according to the present invention;
fig. 14 is a schematic structural view of deck recovery when the submarine sediment pore pressure observation probe rod gravity type penetration device is used.
Shown in the figure:
1. the control cabin, 2, the mechanical lock reset window, 3, threads, 4, a first lifting ring, 5, a pressure sensor, 6, an underwater acoustic transducer, 7, a counterweight block protrusion, 8, a lower end cover, 9, a limiting groove, 10, an upper end cover, 11, an electric push rod, 12, a lock shaft, 13, an F-shaped mechanical lock, 14, an assembly cabin, 15, a counterweight block, 16, a pressure-resistant cabin, 17, a second lifting ring, 18, a probe rod stopping disc, 19, a probe rod body, 20, a penetration tip, 21, a data acquisition cabin, 22, a limiting protrusion, 23, a guide rail, 24, a sliding seat, 25, a support frame, 26, a probe rod limiting plate, 27, a hydraulic support arm, 28, a support plate, 29, an open slot, 30, an operation ship, 31, a deck, 32, a hanging bracket, 33, a cable, 34, an anchor block, 35, a float, 36, a floating ball, 37 and an ultra-short base line.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present solution is explained below by way of specific embodiments.
Example 1:
a gravity type penetration device of a submarine sediment pore pressure observation probe rod comprises a control cabin 1 and an observation probe rod,
a sealed pressure-resistant cabin 16 and an open assembly cabin 14 which is used for being connected with an observation probe rod are formed in a control cabin 1 through a baffle, a first hanging ring 4 is fixed on the end face of the control cabin 1 of the pressure-resistant cabin 16, an underwater acoustic transducer 6, a pressure sensor 5 and an attitude sensor are respectively installed on the periphery of the first hanging ring 4, a mechanical lock catch 13 which is driven by a first driving mechanism to rotate to realize opening and closing is installed on the baffle in the assembly cabin 14, a first acquisition control system and a first battery pack used for supplying power are installed in the pressure-resistant cabin 16, the first acquisition control system is respectively electrically connected with the underwater acoustic transducer 6, the pressure sensor 5, the attitude sensor and the first driving mechanism, in the invention, the first driving mechanism is an electric push rod 11, and a mechanical lock catch reset window 2 is arranged outside the control cabin 1. The control cabin 1 is fixed with the lower end cover 8 at the open end of assembly cabin 14, and the control cabin 1 is connected with upper end cover 10 through screw thread 3 in the outside of resisting the pressure cabin 16, and the outside of control cabin 1 is equipped with balancing weight 15 between upper end cover 10 and lower end cover 8, and lower end cover 8 is being kept away from balancing weight 15 one side and is being formed with spacing recess 9. The pressure resistant cabin 16 is internally provided with a control system of the pressure sensor 5, the attitude sensor, the underwater acoustic transducer 6, the electric push rod 11 and the like, and the control system sends a general control command through the ARM processor. In addition, a 12V lithium battery pack is further installed inside the sealed pressure-resistant cabin 16 to supply power to the control system and the motor of the electric push rod 11.
The underwater acoustic transducer 6 is fixed to the top of the control cabin through a stainless steel screw, a double-layer water-proof O-shaped rubber ring is arranged at the joint, and a power supply cable and a data transmission cable of the underwater acoustic transducer 6 are respectively connected to a lithium battery pack and a first acquisition control system inside the control cabin 1. The first acquisition control system and the underwater acoustic transducer 6 perform bidirectional data communication through an RS232 interface, on one hand, the first acquisition control system can send control commands (the underwater acoustic transducer 6 wakes up, the underwater acoustic transducer 6 sleeps, acquires state information of the underwater acoustic transducer 6, resets parameters of the underwater acoustic transducer 6, sends information to the water surface, and the like) to the underwater acoustic transducer 6, and on the other hand, the first acquisition control system can execute water surface control commands (the system wakes up, the system sleeps, acquires system state information, resets system parameters, feeds back state information of the penetration device, and the like) received by the underwater acoustic transducer 6.
Pressure sensor 5 is fixed in 1 top in control cabin through the screw thread installation, and the junction is provided with double-deck water proof O type rubber circle, and pressure sensor 5's power supply cable and data transmission cable are connected to 1 inside lithium cell package and the first collection control system of control cabin respectively. The first acquisition control system and the pressure sensor 5 perform bidirectional data communication through an RS232 interface, on one hand, the acquisition control system can send control commands to the pressure sensor 5 (the pressure sensor 5 wakes up, the pressure sensor 5 sleeps, acquires state information of the pressure sensor 5, resets parameters of the pressure sensor 5, and the like), and on the other hand, the first acquisition control system can receive state information (working state, acquisition parameters, pressure data, and the like) of the pressure sensor 5.
Inside attitude sensor passed through the screw thread installation and is fixed in control cabin 1, attitude sensor's power supply cable and data transmission cable are connected to the inside lithium cell package of control cabin 1 and first collection control system respectively. The first acquisition control system and the attitude sensor implement two-way data communication through an RS232 interface, on one hand, the first acquisition control system can send control commands (awakening the attitude sensor, sleeping the attitude sensor, acquiring state information of the attitude sensor, resetting parameters of the attitude sensor and the like) to the attitude sensor, and on the other hand, the first acquisition control system can receive state information (working state, acquisition parameters, attitude data and the like) of the attitude sensor.
The electric push rod 11 of the first driving mechanism is fixed at the bottom of the control cabin 1 through thread installation, a double-layer water-proof O-shaped rubber ring is arranged at the joint, and a power supply cable and a data transmission cable of the electric push rod 11 are respectively connected to a lithium battery pack and a first acquisition control system inside the control cabin 1. The first acquisition control system and the electric push rod 11 perform two-way data communication through an RS232 interface, on one hand, the first acquisition control system can send control commands (the electric push rod 11 wakes up, the electric push rod 11 sleeps, acquires state information of the electric push rod 11, resets parameters of the electric push rod 11 and the like) to the electric push rod 11, and on the other hand, the first acquisition control system can receive the state information, the working state, the driving parameters and the like of the electric push rod 11.
Wherein: one side of each balancing weight 15 is provided with a bulge, the other side of each balancing weight 15 is provided with a groove, and the adjacent balancing weights 15 are matched with each other through the bulges and the grooves. The mounting number of the balancing weights 15 can be determined according to the parameters such as the strength and the properties of the submarine sediments at the submarine sediment laying station observed by the pore pressure of the submarine sediments, and after the balancing weights are mounted, the upper end cover 10 is screwed down along the fastening threads of the upper end cover, so that the balancing weights 15 and the control cabin 1 can be firmly mounted. A lower end cover 8 at the bottom of the control cabin 1 is provided with a limiting groove which can be matched with a limiting bulge 22 of a seabed penetration system of the seabed sediment pore pressure observation probe rod for installation, so that the connection position of the control cabin and the seabed sediment pore pressure observation probe rod is prevented from sliding to influence the field laying effect.
Survey probe rod and include that the surface inlays the probe rod body 19 who installs pore pressure sensor, the one end of probe rod body 19 is equipped with and penetrates pointed end 20, the other end of probe rod body 19 is fixed with the data acquisition cabin 21 that can assemble in the assembly cabin 14, the one end that probe rod body 19 was kept away from in data acquisition cabin 21 is fixed with and mechanical hasp 13 complex second rings 17, install in the data acquisition cabin 21 with the pore pressure sensor between the electricity be connected data acquisition appearance, be connected second acquisition control system with data acquisition appearance electricity. The probe rod stopping disc 18 is used for preventing the influence on the field laying effect caused by excessive settlement of the probe rod due to the self weight of the observation probe rod after the observation probe rod is laid on the seabed. The upper part of the probe rod stopping disc 18 is provided with 4 seabed penetration system limiting bulges 22 which are used for being matched with the limiting groove 9 of the lower end cover 8 at the bottom of the seabed penetration system control cabin 1 to be installed, so that the connection position of the submarine sediment pore pressure observation probe rod and the seabed penetration system is prevented from sliding.
The pore pressure sensor is fixed on the probe rod body 19 through thread installation, a power supply cable and a data transmission cable of the pore pressure sensor are coated by waterproof materials and are connected to the data acquisition cabin 21 through watertight connectors, and the power supply cable and the data transmission cable of the pore pressure sensor are respectively connected to the lithium battery pack and the data acquisition instrument inside the data acquisition cabin 21. The data acquisition instrument receives the sensing signal fed back by the pore pressure sensor and converts the sensing signal into pore pressure data, and the data is stored in an SD memory card arranged in the data acquisition instrument. Two-way data communication is implemented between the second acquisition control system and the data acquisition instrument through an RS232 interface, on one hand, the second acquisition control system can send control commands (awakening the data acquisition instrument, sleeping the data acquisition instrument, acquiring state information of the data acquisition instrument, resetting parameters of the data acquisition instrument and the like) to the data acquisition instrument, and on the other hand, the second acquisition control system can receive state information (working state, acquisition parameters, pore pressure data and the like) of the data acquisition instrument. The second acquisition control system is internally provided with a Wi-Fi wireless signal transmitter and carries out wireless data communication transmission with the computer through an electromagnetic wave wireless communication technology.
The other end of the probe rod body 19 is fixed with the data acquisition cabin 21 through the probe rod stop disc 18, and the probe rod stop disc 18 is fixed with a limit protrusion 22 which is correspondingly inserted into the limit groove 9 on one side of the data acquisition cabin 21.
The pressure sensor 5 is used for measuring the position depth of the penetration device underwater in real time; the attitude sensor is used for acquiring data such as underwater three-dimensional attitude, orientation and the like of the penetration device in real time; the underwater acoustic transducer 6 is used for maintaining real-time data communication with the operation ship and transmitting state information such as depth, attitude and the like of the penetration device. A mechanical lock catch 13 is installed in an assembly cabin 14 at one end of the control cabin, a second hanging ring 17 of a data acquisition cabin 21 of the observation probe rod is connected with an F-shaped mechanical lock catch 13 through the assembly cabin 14, and the F-shaped mechanical lock catch 13 is fixed through a lock shaft 12 and can rotate around the lock shaft 12. The mechanical lock catch 13 in the shape of "F" can be controlled to be in a locked state or a released state by the electric push rod 11.
The assembly of the control cabin 1 and the submarine sediment pore pressure observation probe rod is completed through an F-shaped mechanical lock catch 13. When the control cabin 1 is connected with the submarine sediment pore pressure observation probe rod, a release command is sent to the underwater acoustic transducer 6 at the top of the submarine penetration system control cabin 1 through the underwater acoustic communication machine, so that the F-shaped mechanical lock catch 13 is in a release state (as shown in figure 5), and at the moment, the electric push rod 11 is in a contraction state; then, the F-shaped mechanical lock 13 is adjusted to a proper installation angle through the lock reset window 2, and the data acquisition cabin 21 of the submarine sediment pore pressure observation probe and the assembly cabin 14 of the control cabin 1 are aligned and slowly pushed to the bottom; and (3) sending a locking command to an underwater acoustic transducer of the control cabin through an underwater acoustic communication machine, so that the F-shaped mechanical lock catch 13 is in a locking state (as shown in figure 4), and the control cabin 1 is connected with the submarine sediment pore pressure observation probe rod.
The gravity type penetration device further comprises a deck arrangement system, the deck arrangement system comprises a guide rail 23 fixedly installed on a deck 21 of the operation ship 30 and a sliding seat 24 connected to the guide rail 23 in a sliding mode, a supporting frame 25 used for placing the penetration device is installed on the sliding seat 24 in a rotating mode through a rotating shaft, and a second driving mechanism capable of driving the supporting frame 2590 degrees to rotate is installed between the other end, far away from the rotating end, of the supporting frame 25 and the sliding seat 24.
In the present invention, the second drive mechanism is a hydraulic arm 27.
The supporting frame 25 is vertically fixed with a probe rod limiting plate 26 at a rotating end thereof, an open slot 29 for the probe rod body 19 to pass through is formed in the probe rod limiting plate 26, and a supporting plate 28 for supporting the probe rod body 19 is vertically fixed and extended at the open slot 29 of the probe rod limiting plate 26.
The deck arrangement system further comprises a hanging bracket 32 which is rotatably connected with the deck 31 and can control the rotating angle, a cable 33 which can control the retraction and the release is mounted on the hanging bracket 32, and a lifting hook which is used for being connected with the first lifting ring is arranged at the end part of the cable 33. The cable 33 is sequentially hung with an ultra-short base line 37, a floating ball 36, a float 35 and an anchor block 34.
The guide rail 23 is fixedly installed at the end of the rear deck 31 by anchor bolts, and the guide rail 23 is immovable. The hydraulic arm 27, the support bracket 25, the support plate 28, etc. are movable back and forth on the guide rail by means of the slide. The hydraulic support arm is connected with a shipborne external power supply, so that the support frame can be turned over by 90 degrees. The support frame 25 is used for providing a supporting force for the control cabin 1. The supporting plate 28 is used for providing a supporting force for the submarine sediment pore pressure observation probe rod, protecting the connection position of the control cabin 1 and the submarine sediment pore pressure observation probe rod, and avoiding the observation probe rod from being broken due to excessive stress.
Example 2:
a use method of a gravity type penetration device of a submarine sediment pore pressure observation probe rod comprises the following steps:
A. assembling:
a1, hoisting the whole observation probe by the hanger 32, placing the probe body 19 on the support plate 28, and tightly attaching the observation probe stop disc 18 to the probe limit plate 26;
a2, placing the control cabin 1 provided with the counterweight 15 in the support frame 25 on the sliding seat 24;
a3, inserting and installing the data acquisition cabin 21 of the observation probe rod and the assembly cabin 14 at one end of the control cabin 1, driving the mechanical lock catch 13 to be locked through the electric push rod 11, connecting the mechanical lock catch 13 with the second hanging ring 17 of the data acquisition cabin 21, and connecting the hanging hook of the cable 33 with the first hanging ring 4 on the control cabin 1;
B. laying:
b1, keeping the attitude of the work ship 30 stable, and controlling the hanger 32 to release the cable 33 and be in a loose state;
b2, controlling the hydraulic support arm 27 to act to enable the support frame 25 to rotate 90 degrees towards the stern of the operation boat 30, and driving the observation probe rod to be in a vertically downward state;
b3, controlling the hanger 32 to swing to enable the cable 33 to be in a vertical state;
b4, controlling the hanger 32 to recover the cable 33, hoisting the observation probe rod, and releasing the cable 33 to enable the observation probe rod to gradually enter water;
b6, releasing the cable 33 continuously, wherein an ultra-short base line 37, a floating ball 36, a float 35 and an anchor block 34 are hung on the cable 33 in sequence in the releasing process;
C. penetration:
c1, sending a command to the underwater acoustic transducer 6 on the control cabin 1 through an underwater acoustic communicator on the working ship 30, and receiving real-time state information fed back by the attitude sensor and the pressure sensor 5 in the control cabin 1;
c2, comparing the fed back real-time state information with the water depth information acquired by the shipborne depth measurement system of the operation ship 30, judging the distance from the observation probe rod to the seabed, stopping releasing the mooring rope 33 when the observation probe rod is about 50 m away from the seabed, and hovering the observation probe rod at the position 50 m above the seabed surface for 15 minutes to enable the pore pressure sensor and the data acquisition instrument of the observation probe rod to fully sense the environmental temperature;
c3, releasing the cable 33 at maximum speed to make the observation probe vertically penetrate into the sediment on the sea bottom; continuously releasing the cable 33 for about 50 m, wherein the cable 33 between the floating ball 36 and the anchor block 34 is in a loose state and is used for bearing the dragging effect on the cable 33 caused by the shaking of the working ship 30 due to severe sea conditions;
c4, confirming the attitude information through underwater acoustic communication, evaluating the penetration quality, sending a release command if the penetration is successfully completed, and opening by using the mechanical lock 13 buckle to separate the observation probe rod from the control cabin 1; if the expected purpose is not achieved, the cable 33 is recovered, the observation probe rod is pulled up, and the machine is selected to be laid again;
D. and (3) recovering:
d1, after the operation boat 30 reaches the laying position, releasing the shipborne underwater robot, and controlling the hanging bracket 32 to release the cable 33;
d2, controlling the underwater robot to grab the hook on the cable 33 by using the manipulator and submerge synchronously with the hook;
d3, controlling the underwater robot to position the observation probe at the seabed position, and connecting the hook of the cable 33 to the second hanging ring 17 at the upper part of the observation probe by using the manipulator of the underwater robot;
d4, the underwater robot floats up away from the work area, and the work vessel 30 recovers the cable 33 through the hanger 32.
E. Recovery on deck 31:
e1, continuously recovering the cable 33, and sequentially recovering the anchor block 34, the float 35, the floating ball 36 and the ultra-short base line 37 hung on the cable 33 in the process of observing the rising of the probe rod;
e2, moving the support frame 25 to the stern deck 31 of the operation ship 30 through the sliding seat 24, and controlling the hydraulic arm 27 to rotate the support frame 25 by 90 degrees;
e3, after the probe rod to be observed is discharged, controlling the hanger 32 to rotate so as to drive the whole probe rod to enter the open slot 39 of the probe rod limiting plate 26 and the supporting plate 28;
e4, controlling the hanger 32 to release the cable 33, so that the observation probe rod stop disc 18 is completely attached to the probe rod limit plate 26;
e5, controlling the rotation of the hanger 32, continuously releasing the cable 33, controlling the action of the hydraulic support arm 27, reversely rotating the support frame 25 by 90 degrees, finally enabling the control cabin 1 and the observation probe rod to be in a transverse posture, pulling the support frame 25 along the guide rail 23 to integrally move away from the stern, and completing the recovery operation of the deck 31.
Of course, the above description is not limited to the above examples, and the undescribed technical features of the present invention can be implemented by or using the prior art, and will not be described herein again; the above embodiments and drawings are only for illustrating the technical solutions of the present invention and not for limiting the present invention, and the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that changes, modifications, additions or substitutions within the spirit and scope of the present invention may be made by those skilled in the art without departing from the spirit of the present invention, and shall also fall within the scope of the claims of the present invention.

Claims (10)

1.一种海底沉积物孔隙压力观测探杆重力式贯入装置,其特征在于:包括控制舱和观测探杆,1. a seabed sediment pore pressure observation probe rod gravity penetration device, is characterized in that: comprise control cabin and observation probe rod, 控制舱内通过挡板形成有密封的耐压舱和敞口的并用于连接观测探杆的装配舱,耐压舱在控制舱的端面固定有第一吊环,并在第一吊环周向分别安装有水声换能器、压力传感器和姿态传感器,装配舱内在挡板上安装有通过第一驱动机构驱动以转动实现开闭的机械锁扣,耐压舱内安装有第一采集控制系统以及用于供电的第一电池包,第一采集控制系统分别与水声换能器、压力传感器、姿态传感器和第一驱动机构电连接,控制舱外部开设有机械锁扣复位窗口;In the control cabin, a sealed pressure cabin and an open assembly cabin for connecting the observation probe are formed through baffles. The pressure cabin is fixed with a first lifting ring on the end face of the control cabin, and is respectively installed in the circumferential direction of the first lifting ring There are hydroacoustic transducers, pressure sensors and attitude sensors. A mechanical lock is installed on the baffle plate in the assembly cabin to be driven by the first drive mechanism to rotate to realize opening and closing. The pressure cabin is equipped with a first acquisition control system and a For the first battery pack for power supply, the first acquisition control system is respectively electrically connected with the underwater acoustic transducer, the pressure sensor, the attitude sensor and the first drive mechanism, and a mechanical lock reset window is opened outside the control cabin; 观测探杆包括表面镶嵌安装有孔隙压力传感器的探杆本体,探杆本体的一端设有贯入尖端,探杆本体的另一端固定有可装配到装配舱内的数据采集舱,数据采集舱远离探杆本体的一端固定有与机械锁扣配合的第二吊环,数据采集舱内安装有与孔隙压力传感器之间电连接的数据采集仪、与数据采集仪电连接第二采集控制系统,以及用于供电的第二电池包。The observation probe rod includes a probe rod body with a pore pressure sensor mounted on the surface, one end of the probe rod body is provided with a penetration tip, the other end of the probe rod body is fixed with a data acquisition cabin that can be assembled into the assembly cabin, and the data acquisition cabin is far away from the One end of the probe body is fixed with a second lifting ring matched with the mechanical lock, a data acquisition instrument electrically connected with the pore pressure sensor is installed in the data acquisition cabin, a second acquisition control system electrically connected with the data acquisition instrument, and a data acquisition control system is installed in the data acquisition cabin. A second battery pack for power. 2.根据权利要求1所述的海底沉积物孔隙压力观测探杆重力式贯入装置,其特征在于:控制舱在装配舱的敞口端固定有下端盖,控制舱在耐压舱的外部通过螺纹连接有上端盖,控制舱外部在上端盖与下端盖之间套设有配重块,下端盖在远离配重块的一面形成有限位凹槽。2. seabed sediment pore pressure observation probe rod gravity type penetration device according to claim 1, is characterized in that: control cabin is fixed with lower end cover at the open end of assembly cabin, and control cabin passes through outside of pressure chamber An upper end cover is threadedly connected, a counterweight block is sleeved between the upper end cover and the lower end cover outside the control cabin, and a limit groove is formed on the side of the lower end cover away from the counterweight block. 3.根据权利要求2所述的海底沉积物孔隙压力观测探杆重力式贯入装置,其特征在于:配重块的一面设有凸起,配重块的另一面设有凹槽,相邻配重块之间通过凸起和凹槽配合。3. seabed sediment pore pressure observation probe gravitational penetration device according to claim 2, is characterized in that: one side of counterweight is provided with protrusion, the other side of counterweight is provided with groove, adjacent The counterweights are matched by protrusions and grooves. 4.根据权利要求2所述的海底沉积物孔隙压力观测探杆重力式贯入装置,其特征在于:探杆本体的另一端与数据采集舱之间通过探杆止位盘固定,探杆止位盘在数据采集舱的一面固定有与限位凹槽对应插接的限位凸起。4. seabed sediment pore pressure observation probe rod gravity penetration device according to claim 2, is characterized in that: between the other end of probe rod body and the data acquisition cabin, it is fixed by probe rod stop disk, and the probe rod stops. The position plate is fixed on one side of the data acquisition cabin with a limit protrusion correspondingly inserted into the limit groove. 5.根据权利要求1所述的海底沉积物孔隙压力观测探杆重力式贯入装置,其特征在于:还包括甲板布放系统,甲板布放系统包括固定安装在作业船甲板上的导轨和滑动连接在导轨上的滑座,滑座上通过转轴转动安装有用于放置贯入装置的支撑架,支撑架远离其转动端的另一端与滑座之间安装有可驱动支撑架90°转动的第二驱动机构。5. The gravity-type penetration device for observing probe rods for seabed sediment pore pressure according to claim 1, characterized in that: it also comprises a deck deployment system, and the deck deployment system comprises guide rails and sliding rails that are fixedly installed on the deck of the working vessel. A sliding seat connected to the guide rail, a supporting frame for placing the penetration device is installed on the sliding seat through the rotation of the rotating shaft, and a second supporting frame that can drive the supporting frame to rotate 90° is installed between the other end of the supporting frame away from its rotating end and the sliding seat. Drive mechanism. 6.根据权利要求5所述的海底沉积物孔隙压力观测探杆重力式贯入装置,其特征在于:支撑架在其转动端竖向固定有探杆限位板,探杆限位板上开设有供探杆本体通过的开口槽,探杆限位板在开口槽处垂直固定延伸有用于支撑探杆本体的支撑板。6. seabed sediment pore pressure observation probe rod gravity penetration device according to claim 5, is characterized in that: the support frame is vertically fixed with probe rod limit plate at its rotating end, and the probe rod limit plate is provided with There is an opening slot for the probe rod body to pass through, and a support plate for supporting the probe rod body is vertically fixed and extended on the probe rod limit plate at the opening slot. 7.根据权利要求5所述的海底沉积物孔隙压力观测探杆重力式贯入装置,其特征在于:甲板布放系统还包括与甲板之间转动连接且可控制转动角度的吊架,吊架上安装有可控制收放的缆绳,缆绳端部设有用于与第一吊环连接的吊钩。7. The gravitational penetration device for observing probe rods for seabed sediment pore pressure according to claim 5, characterized in that: the deck deployment system also comprises a hanger that is rotatably connected with the deck and can control the angle of rotation, and the hanger A controllable retractable cable is installed on the cable, and the end of the cable is provided with a hook for connecting with the first lifting ring. 8.根据权利要求7所述的海底沉积物孔隙压力观测探杆重力式贯入装置,其特征在于:缆绳上依次挂装有超短基线、浮球、浮漂和锚块。8 . The gravitational penetration device of a probe rod for observing the pore pressure of seabed sediments according to claim 7 , characterized in that: an ultra-short baseline, a floating ball, a float and an anchor block are hung on the cable in sequence. 9 . 9.一种权利要求1-8所述的海底沉积物孔隙压力观测探杆重力式贯入装置的使用方法,其特征在于:包括以下步骤:9. a using method of the described seabed sediment pore pressure observation probe rod gravity penetration device according to claim 1-8, is characterized in that: comprise the following steps: A、组装:A. Assembly: A1、将观测探杆整体通过吊架吊装,探杆本体放置到支撑板上,观测探杆止位盘紧贴探杆限位板;A1. Lift the observation probe rod as a whole through the hanger, place the probe rod body on the support plate, and close the observation probe rod stop plate to the probe rod limit plate; A2、将安装有配重块的控制舱放置在滑座上的支撑架内;A2. Place the control cabin with the counterweight in the support frame on the slide; A3、将观测探杆的数据采集舱与控制舱一端的装配舱插接安装,通过第一驱动机构驱动机械锁扣锁定,使机械锁扣与数据收集舱的第二吊环连接,将缆绳的吊钩与控制舱上的第一吊环连接;A3. Plug and install the data collection cabin of the observation probe rod and the assembly cabin at one end of the control cabin, and drive the mechanical lock to lock through the first drive mechanism, so that the mechanical lock is connected to the second ring of the data collection cabin, and the cable is suspended. The hook is connected to the first lifting ring on the control cabin; B、布放:B. Deploy: B1、保持作业船的姿态稳定,控制吊架释放缆绳并处于松弛状态;B1. Keep the attitude of the work boat stable, control the hanger to release the cable and be in a relaxed state; B2、控制第二驱动机构动作使支撑架向作业船船尾转动90°,带动观测探杆处于垂直向下的状态;B2. Control the action of the second drive mechanism to make the support frame rotate 90° toward the stern of the operation vessel, and drive the observation probe to be in a vertical downward state; B3、控制吊架摆动,使缆绳处于垂直状态;B3. Control the swing of the hanger so that the cable is in a vertical state; B4、控制吊架回收缆绳,起吊观测探杆,释放缆绳,使观测探杆逐渐入水;B4. Control the hanger to recover the cable, lift the observation probe, release the cable, so that the observation probe gradually enters the water; B6、持续释放缆绳,释放过程中依次在缆绳上挂装超短基线、浮球、浮漂、锚块;B6. Continuously release the cable. During the release process, hang the ultra-short baseline, float ball, float and anchor block on the cable in turn; C、贯入:C. Penetration: C1、通过作业船上的水声通讯机给控制舱上的水声换能器发送命令,接收控制舱内姿态传感器和压力传感器反馈的实时状态信息;C1. Send commands to the underwater acoustic transducer on the control cabin through the underwater acoustic communication machine on the operating boat, and receive the real-time status information fed back by the attitude sensor and pressure sensor in the control cabin; C2、将反馈的实时状态信息与作业船船载测深系统获取的水深信息进行对比,判断观测探杆距离海底的距离,当观测探杆距离海底约50 m时,停止释放缆绳,此时观测探杆处于悬停状态;C2. Compare the feedback real-time status information with the water depth information obtained by the onboard bathymetry system of the operation vessel, and judge the distance between the observation probe and the seabed. When the observation probe is about 50 m away from the seabed, stop releasing the cable. The probe is in a hovering state; C3、将观测探杆在海底面以上50 m位置悬停15分钟,使观测探杆的孔隙压力传感器和数据采集仪充分感受环境温度,然后将缆绳以最大速度释放,使观测探杆垂直刺入海底沉积物中;C3. Hover the observation probe at a position 50 m above the seabed for 15 minutes, so that the pore pressure sensor and data acquisition instrument of the observation probe can fully feel the ambient temperature, and then release the cable at the maximum speed, so that the observation probe penetrates vertically. in seafloor sediments; C4、继续释放缆绳约50 m,此时浮球与锚块之间的缆绳处于松弛状态,用于承担恶劣海况导致作业船晃动引起的对缆绳的拉扯作用;C4. Continue to release the cable for about 50 m. At this time, the cable between the floating ball and the anchor block is in a slack state, which is used to bear the pulling effect of the cable caused by the shaking of the work boat caused by the bad sea conditions; C5、通过水声通信确认姿态信息,评估贯入质量,若顺利完成贯入则发送释放命令,第一驱动机构驱动机械锁扣打开,使观测探杆与控制舱分离;若未达到预期目的,则回收缆绳,起拔观测探杆,择机重现布放;C5. Confirm the attitude information through underwater acoustic communication, and evaluate the penetration quality. If the penetration is successfully completed, a release command is sent, and the first drive mechanism drives the mechanical lock to open, so that the observation probe rod and the control cabin are separated; if the expected purpose is not achieved, Then, the cable is recovered, the observation probe is pulled up, and the re-layout is selected at the right time; D、回收:D. Recycling: D1、作业船到达布放位置后,释放船载水下机器人,控制吊架释放缆绳;D1. After the work boat arrives at the deployment position, release the on-board underwater robot and control the hanger to release the cable; D2、控制水下机器人使用机械手抓取缆绳上的挂钩,并与挂钩同步下潜;D2. Control the underwater robot to use the manipulator to grab the hook on the cable and dive synchronously with the hook; D3、控制水下机器人定位观测探杆在海底位置,使用水下机器人的机械手将缆绳的挂钩连接到观测探杆上部的第二吊环上;D3. Control the underwater robot to position the observation probe rod at the bottom position, and use the manipulator of the underwater robot to connect the hook of the cable to the second lifting ring on the upper part of the observation probe rod; D4、水下机器人上浮远离作业区域,作业船通过吊架回收缆绳。D4. The underwater robot floats away from the operation area, and the operation boat recovers the cable through the hanger. 10.根据权利要求9所述的海底沉积物孔隙压力观测探杆重力式贯入装置的使用方法,其特征在于:还包括步骤E、甲板上回收:10. the using method of seabed sediment pore pressure observation probe rod gravity penetration device according to claim 9, is characterized in that: also comprise step E, on deck recovery: E1、持续回收缆绳,观测探杆上升过程中,依次回收在缆绳上挂装的锚块、浮漂、浮球和超短基线;E1. Continue to recover the cable, observe the rising process of the probe rod, recover the anchor block, float, floating ball and ultra-short baseline hanging on the cable in turn; E2、通过滑座将支撑架移动至作业船船尾甲板处,控制第二驱动机构动作使支撑架转动90°;E2. Move the support frame to the stern deck of the work boat through the sliding seat, and control the action of the second drive mechanism to rotate the support frame by 90°; E3、待观测探杆出水后,控制吊架转动进而带动观测探杆整体进入探杆限位板的开口槽及支撑板内;E3. After the observation probe comes out of water, control the rotation of the hanger to drive the observation probe into the opening groove and support plate of the probe limit plate as a whole; E4、控制吊架释放缆绳,使观测探杆止位盘完全贴合探杆限位板;E4. Control the hanger to release the cable, so that the stop plate of the observation probe rod completely fits the limit plate of the probe rod; E5、控制吊架转动,并持续释放缆绳,控制第二驱动机构动作,支撑架反向转动90°,使控制舱及观测探杆最终处于横向姿态,沿导轨拉动支撑架将整体远离船尾,完成甲板回收作业。E5. Control the rotation of the hanger, release the cable continuously, control the action of the second drive mechanism, and rotate the support frame in the opposite direction by 90°, so that the control cabin and the observation probe are finally in a lateral attitude, and the support frame is pulled along the guide rail to keep the whole away from the stern, complete Deck recycling operations.
CN202111207355.4A 2021-10-18 2021-10-18 A kind of gravity penetration device and method of probe rod for observing pore pressure of seabed sediments Active CN113969573B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202111207355.4A CN113969573B (en) 2021-10-18 2021-10-18 A kind of gravity penetration device and method of probe rod for observing pore pressure of seabed sediments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202111207355.4A CN113969573B (en) 2021-10-18 2021-10-18 A kind of gravity penetration device and method of probe rod for observing pore pressure of seabed sediments

Publications (2)

Publication Number Publication Date
CN113969573A true CN113969573A (en) 2022-01-25
CN113969573B CN113969573B (en) 2022-06-21

Family

ID=79587506

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202111207355.4A Active CN113969573B (en) 2021-10-18 2021-10-18 A kind of gravity penetration device and method of probe rod for observing pore pressure of seabed sediments

Country Status (1)

Country Link
CN (1) CN113969573B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116591136A (en) * 2023-07-18 2023-08-15 中国海洋大学 Submarine transverse detection introduction device and method
CN119804027A (en) * 2025-03-12 2025-04-11 成都泰然科技有限公司 Sampler and sampling method suitable for deep-sea long column sampling

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006080850A1 (en) * 2005-01-28 2006-08-03 Mpu Enterprise As Device for transporting structures on water
CN102331275A (en) * 2011-06-10 2012-01-25 中国海洋大学 Penetration probe-based deep sea multi-element comprehensive observation system
CN102844234A (en) * 2010-03-05 2012-12-26 英吉纽公司 Method and device for installation of an elongated offshore structure
US20170233968A1 (en) * 2014-08-12 2017-08-17 Southeast University Gravity type pore pressure dynamic penetration device for shallow layer seabed soil
CN109131742A (en) * 2018-09-26 2019-01-04 国家海洋局第二海洋研究所 A kind of rotatable shipboard installation detection system and method
CN111829695A (en) * 2020-08-05 2020-10-27 中国科学院海洋研究所 A deep-sea heat flow measurement method and system based on real-time monitoring of operating conditions
US20200355590A1 (en) * 2018-10-24 2020-11-12 Ocean University Of China System for measuring mechanical properties of sea floor sediments at full ocean depths
CN112683339A (en) * 2021-01-15 2021-04-20 哈尔滨工程大学 Submarine physical environment measuring device, measuring system and measuring method

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006080850A1 (en) * 2005-01-28 2006-08-03 Mpu Enterprise As Device for transporting structures on water
CN102844234A (en) * 2010-03-05 2012-12-26 英吉纽公司 Method and device for installation of an elongated offshore structure
CN102331275A (en) * 2011-06-10 2012-01-25 中国海洋大学 Penetration probe-based deep sea multi-element comprehensive observation system
US20170233968A1 (en) * 2014-08-12 2017-08-17 Southeast University Gravity type pore pressure dynamic penetration device for shallow layer seabed soil
CN109131742A (en) * 2018-09-26 2019-01-04 国家海洋局第二海洋研究所 A kind of rotatable shipboard installation detection system and method
US20200355590A1 (en) * 2018-10-24 2020-11-12 Ocean University Of China System for measuring mechanical properties of sea floor sediments at full ocean depths
CN111829695A (en) * 2020-08-05 2020-10-27 中国科学院海洋研究所 A deep-sea heat flow measurement method and system based on real-time monitoring of operating conditions
CN112683339A (en) * 2021-01-15 2021-04-20 哈尔滨工程大学 Submarine physical environment measuring device, measuring system and measuring method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
刘涛等: "基于FBG的深海沉积物孔压观测设备研究", 《中国海洋大学学报(自然科学版)》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116591136A (en) * 2023-07-18 2023-08-15 中国海洋大学 Submarine transverse detection introduction device and method
CN116591136B (en) * 2023-07-18 2023-09-19 中国海洋大学 A seabed lateral detection introduction device and introduction method
CN119804027A (en) * 2025-03-12 2025-04-11 成都泰然科技有限公司 Sampler and sampling method suitable for deep-sea long column sampling

Also Published As

Publication number Publication date
CN113969573B (en) 2022-06-21

Similar Documents

Publication Publication Date Title
JP6985782B1 (en) Mechanical property measurement system for seafloor sediments suitable for full depth
CN108238220B (en) Long-term fixed-point observation device for deep sea ecological process
CN109835438B (en) An elevating submersible device
CN109460061B (en) Parallel operation method for autonomous underwater robot and geological sampling equipment
CN103439082B (en) The marine multifunction test platform of novel floating
CN104776834B (en) An automatic deployment system and method for long-term observation of deep seabed pore water pressure
RU2375247C1 (en) Method and device to reboard underwater equipment
CN113969573B (en) A kind of gravity penetration device and method of probe rod for observing pore pressure of seabed sediments
CN109823485A (en) The second generation in-situ detection device for shoal and neritic sediment intensity
CN105627980B (en) A kind of exploiting ocean natural gas hydrates stratum deformation real-time monitoring device
CN205246073U (en) Fixed point is from going up and down marine environment measuring platform
EP3775492B1 (en) Device, system and method for collecting samples from a bed of a waterbody
CN110057747B (en) Can realize throwing corrosion test device of appearance deep water alternating
CN104792452B (en) A cableless long-term observation device for deep seabed pore water pressure with automatic lifting
CN103910051A (en) Addressing-type submarine detector distributor
CN115573318B (en) A full-sea depth combined static penetration device and method for ocean observation probe rods
EP1593987A2 (en) Deployment of seismic sensor
US10330072B2 (en) Power generating systems
CN115586586A (en) Static force penetration device and method for marine sediment in-situ observation probe rod
CN109883841A (en) An in-situ testing system for the strength of shoal and shallow sea sediments
KR20130114515A (en) Static and dynamic positioning system and method using real time 6-dof monitering
CN110789671A (en) Real-time transmission ocean geomagnetic daily variation observation device
US3677310A (en) Method for connection of an underwater riser to a floating facility
CN213057414U (en) System is put in recovery of inductive coupling vertical section observation system
CN111207733B (en) Recoverable Underwater Object Attitude Measurement Sensor System

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant