CN113565099A - Be applied to ocean engineering's building and support shock attenuation equipment - Google Patents
Be applied to ocean engineering's building and support shock attenuation equipment Download PDFInfo
- Publication number
- CN113565099A CN113565099A CN202111109734.XA CN202111109734A CN113565099A CN 113565099 A CN113565099 A CN 113565099A CN 202111109734 A CN202111109734 A CN 202111109734A CN 113565099 A CN113565099 A CN 113565099A
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- ocean engineering
- support
- arc
- building
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/06—Placing concrete under water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/10—Assembly of wind motors; Arrangements for erecting wind motors
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/25—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors specially adapted for offshore installation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0061—Production methods for working underwater
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/30—Wind power
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/727—Offshore wind turbines
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Sustainable Development (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Sustainable Energy (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Revetment (AREA)
Abstract
The invention discloses a building support damping device applied to ocean engineering, which relates to the technical field of ocean engineering infrastructures and comprises a floating chassis, a fixed base, a support cylinder and a support platform, wherein the fixed base is positioned on the top end surface of the floating chassis, the support cylinder is positioned on the top end surface of the floating chassis, the support platform is positioned on the top end of the support cylinder, the building support damping device applied to the ocean engineering is characterized in that poured concrete enters the position right above the center of a pipe fitting through a guide pipe and uniformly flows to the inner space of a partition plate through the guide pipe, and the uniform distribution of the concrete in the support cylinder is realized.
Description
Technical Field
The invention relates to the technical field of ocean engineering infrastructure, in particular to a building supporting and damping device applied to ocean engineering.
Background
Ocean engineering equipment such as an offshore oil drilling platform and an offshore wind power generation device needs an ocean supporting device convenient for supporting a building, the ocean energy is rich, the wind energy distribution is wide, the wind power generation device is a clean energy, the wind power generation device is an energy storage form which can be used for a long time in the future, the conventional wind power station is generally built on the inland continent land at present, the installation mode is generally installed on the ground, the wind power resources on the inland continent land are basically developed, the offshore wind power resources are rich and are in the stage of development at present, in the existing wind power generation device engineering project built on the sea, the first step is to solve the problem of how to install the power generation device on the sea, the offshore wind power generation set mostly adopts concrete columns as supporting components, and the stability of the structure can be kept due to the huge weight of the offshore wind power generation set, is widely used;
the existing building supporting equipment for ocean engineering still has some defects when in use, when concrete is required to be poured into a pouring cavity on the device in use, the pouring is possibly uneven, the supporting cylinder is prevented from falling, and the supporting equipment can not be guaranteed to sink to the seabed.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a building support damping device applied to ocean engineering, which solves the problems that when concrete is poured into a pouring cavity on a device, the pouring is not uniform, a support cylinder is prevented from toppling, and the support device cannot be guaranteed to sink to the seabed.
In order to achieve the purpose, the invention is realized by the following technical scheme: a building support shock absorption device applied to ocean engineering structurally comprises a floating chassis, a fixed base, a supporting cylinder and a supporting platform, wherein the fixed base is located on the top end surface of the floating chassis, the supporting cylinder is located on the top end surface of the floating chassis, the supporting platform is located at the top end of the supporting cylinder, a partition plate is fixedly connected inside the supporting cylinder, a diversion disc is fixedly connected above the partition plate, a diversion groove is formed in the diversion disc, a sphere is embedded and connected at the center of the top end of the diversion disc, a sleeve is fixedly connected to the sphere, an equalizing plate is fixedly connected to the sleeve, one end of the equalizing plate is arranged right above the diversion groove, an elastic limiting part is fixedly connected to the bottom of the equalizing plate and fixedly connected with the diversion disc, a pipe fitting is fixedly connected to the top of the diversion disc, and a diversion pipe with an opening gradually shrinking from top to bottom is fixedly connected with the top of the pipe fitting, and the flow guide pipe is fixedly connected with the support cylinder, and the floating chassis is arranged, so that when the device is submerged into the seabed, the fixed base can be shocked by the impact of marine organisms, the shock sensation can be reduced, the poured concrete enters the position right above the center of the pipe fitting through the flow guide pipe, and uniformly distribute the concrete in the supporting cylinder by uniformly guiding the flow to the inner space of the partition plate, the uniform partition plate keeps a horizontal state under the action of the elastic limiting piece, when the supporting cylinder inclines due to external force, the concrete flow of the inclined side guide runner is increased, the flow of the tilted side guide runner is reduced, the concrete with the increased inclined side in the pipe body downwards extrudes the uniform distribution plate, one end of the uniform distribution plate downwards presses and blocks partial area of the guide runner, the flow velocity of the inclined side guide groove is reduced, the self-adjustment of the flow velocity of the guide groove is realized, and the phenomenon that the supporting cylinder is uneven when inclined is avoided.
Preferably, the both sides of guiding gutter are equipped with the baffle respectively, the inside of guiding gutter is equipped with the mount pad, fixedly connected with telescopic link on the mount pad, reset spring has been cup jointed on the telescopic link, fixedly connected with prevents blockking up the frame on the telescopic link, the top fixedly connected with of telescopic link with equally divide the arc pole that the division board contacted, the concrete drives equally divides the board to shake slightly when getting into the inside of body for the telescopic link takes place elastic shrinkage, drives the inside concrete flow of guiding gutter through preventing blockking up the frame, thereby prevents that the inside concrete of guiding gutter from blockking up.
Preferably, sliding connection has the support ring on the support cylinder, fixedly connected with clearance frame on the support ring, clearance frame and the surface of support cylinder contact, and the incrustation scale of support cylinder surface adhesion can be cleared up to the clearance frame when rotatory, reduces the corruption of sea water to the support cylinder surface.
Preferably, the cleaning frame is connected with connecting rods in a rotating mode from top to bottom, two opposite sides of the connecting rods are connected through rotating arms, side wings are fixedly connected to the bottoms of the connecting rods and comprise pipe bodies made of flexible materials and sealing cloth connected with the pipe bodies, and seawater impacts the side wings when flowing so as to drive the cleaning frame to rotate to clean the outer surface of the supporting barrel.
Preferably, the bottom of connecting rod just is located the inside of body and rotates and is connected with the bracing piece, it is connected with the arc to rotate on the bracing piece, it strikes the mouth to correspond arc department on the body, the top of strikeing the mouth is equipped with the lug, two the spacing spring of relative one side fixedly connected with of arc, under the sea water quiescent condition, the arc keeps the contraction state under spacing spring tension, makes the body keep the contraction state to reduce the area of flank, alleviate the impact of rivers to the device, under the sea water mobile state, rivers get into the inside of body and drive the arc rotation through strikeing the mouth, make the body keep the state of opening, thereby drive the flank and open, increase and the area of contact with rivers, thereby it is rotatory to drive the clearance frame.
Preferably, be equipped with the circulation mouth on the arc, the inside of circulation mouth is equipped with the variable speed board, the adapter sleeve has been cup jointed on the variable speed board, fixed connection elasticity on the adapter sleeve draws the piece, and elasticity draws the piece to be connected with the arc, and when the variable speed board was located circulation mouth inside, the water flow through circulation mouth reduced, increase flank rotation speed, when the variable speed board left circulation mouth, the water flow increase of circulation mouth department to can reduce the rotation speed of flank.
Preferably, both sides fixedly connected with diameter of variable speed board shrink gradually connecting piece, the one end fixedly connected with stripper plate of connecting piece, when the velocity of water flow is too high, drive the inside that the connecting piece inserted the circulation mouth for the variable speed board leaves the circulation mouth, makes the inner space increase of circulation mouth, reduces the impact force that rivers applyed to the flank, thereby the protection flank prevents that the flank from being broken through by rivers.
Advantageous effects
The invention provides a building support damping device applied to ocean engineering. The method has the following beneficial effects:
(1) this be applied to ocean engineering's building support shock-absorbing equipment, the concrete of pouring gets into the center department of pipe fitting directly over through the honeycomb duct, and the inboard space of division board is reached to the even circulation of water conservancy diversion, realize the concrete evenly distributed inside the support cylinder, the equipartition board keeps the horizontality under the effect of elastic limiting part, when the support cylinder inclines because of external force, slope side guide slot concrete flow increases, perk side guide slot flow reduces, the concrete that the inside incline side of body increases extrudes the equipartition board downwards, make the partial region of guiding gutter plugged up in the one end of equipartition board pushing down, make the velocity of flow of slope side guiding slot reduce, realize the self-interacting of guiding slot velocity of flow, thereby avoid the support cylinder to pour inhomogeneous phenomenon when the slope.
(2) This be applied to ocean engineering's building support shock-absorbing equipment, the concrete drives the slight shake of equipartition board when getting into the inside of body for the telescopic link takes place elastic shrinkage, drives the inside concrete flow of guiding gutter through preventing blockking up the frame, thereby prevents that the inside concrete of guiding gutter from blockking up.
(3) This be applied to ocean engineering's building support damping device, under the sea water quiescent condition, the arc keeps the contraction state under spacing spring tension, make the body keep the contraction state, thereby reduce the area of flank, alleviate rivers to the device's impact, under the sea water flow state, rivers are through strikeing the inside that the mouth got into the body and driving the arc rotation, make the body keep opening the state, thereby it opens to drive the flank, the area of contact of increase and rivers, thereby it is rotatory to drive clearance frame.
(4) This be applied to building of ocean engineering supports shock-absorbing equipment, the variable speed board is located the circulation mouth when inside, and the rivers flow through the circulation mouth reduces, increase flank rotation speed, and when the rivers velocity of flow was too high, drive the inside of connecting piece plug-in circulation mouth for the variable speed board leaves the circulation mouth, makes the inner space increase of circulation mouth, and the rivers flow increase of circulation mouth department reduces the impact force that the rivers were applyed to the flank, thereby the protection flank prevents that the flank from being broken by rivers.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the internal structure of the support cylinder of the present invention;
FIG. 3 is a schematic view of the overall structure of the equipartition plate according to the present invention;
FIG. 4 is a schematic view of the internal structure of the guiding gutter according to the present invention;
FIG. 5 is a schematic view of the overall structure of a wing according to the present invention;
FIG. 6 is a schematic view of the internal structure of the tube of the present invention;
FIG. 7 is a schematic view of the inner structure of the flow port according to the present invention.
In the figure: 1. a floating chassis; 2. a fixed base; 3. a support cylinder; 4. a support platform; 5. a partition plate; 6. a flow guide disc; 7. a diversion trench; 8. a sphere; 9. evenly dividing the plates; 10. an elastic limiting part; 11. a flow guide pipe; 12. a telescopic rod; 13. an anti-blocking frame; 14. an arcuate bar; 15. a support ring; 16. cleaning the rack; 17. a pipe body; 18. an arc-shaped plate; 19. an impact port; 20. a limiting spring; 21. a shift plate; 22. an elastic pull member; 23. a pressing plate; 24. a connecting member; 25. a return spring.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-6, the present invention provides a technical solution: a building supporting and damping device applied to ocean engineering structurally comprises a floating chassis 1, a fixed base 2, a supporting cylinder 3 and a supporting platform 4, wherein the fixed base 2 is located on the top end surface of the floating chassis 1, the supporting cylinder 3 is located on the top end surface of the floating chassis 1, the supporting platform 4 is located on the top end of the supporting cylinder 3, a partition plate 5 is fixedly connected inside the supporting cylinder 3, a diversion disc 6 is fixedly connected above the partition plate 5, a diversion groove 7 is formed in the diversion disc 6, a sphere 8 is embedded and connected at the center of the top end of the diversion disc 6, a sleeve is fixedly connected on the sphere 8, an equalizing plate 9 is fixedly connected on the sleeve, one end of the equalizing plate 9 is arranged right above the diversion groove 7, an elastic limiting part 10 is fixedly connected at the bottom of the equalizing plate 9, and the elastic limiting part 10 is fixedly connected with the diversion disc 6, the top of the flow guide disc 6 is fixedly connected with a pipe fitting, the top of the pipe fitting is fixedly connected with a flow guide pipe 11 with an opening gradually contracting from top to bottom, the flow guide pipe 11 is fixedly connected with a support cylinder 3, through the arranged floating chassis 1, the phenomenon that the fixing base 1 is likely to be shocked by marine organisms when the device is submerged into the seabed is effectively avoided, the vibration sense is favorably reduced, poured concrete enters the center of the pipe fitting through the flow guide pipe 11 and uniformly flows to the inner side space of the partition plate 5 through flow guide, the uniform distribution of the concrete in the support cylinder 3 is realized, the uniform distribution plate 9 is kept in a horizontal state under the action of the elastic limiting part 10, when the support cylinder 3 inclines due to external force, the concrete flow of the inclined side flow guide groove 7 is increased, the flow of the tilted side flow guide groove 7 is reduced, the concrete with the increased inclined side in the pipe body 17 downwards extrudes the uniform distribution plate 9, one end of the equal distribution plate 9 is pressed downwards to block a partial area of the guide groove 7, so that the flow velocity of the inclined side guide groove 7 is reduced, the self-adjustment of the flow velocity of the guide groove 7 is realized, and the phenomenon that the support cylinder 3 is not uniform in pouring during inclination is avoided.
Wherein, the both sides of guiding gutter 7 are equipped with the baffle respectively, the inside of guiding gutter 7 is equipped with the mount pad, fixedly connected with telescopic link 12 on the mount pad, reset spring 25 has been cup jointed on telescopic link 12, fixedly connected with prevents blockking up frame 13 on the telescopic link 12, the top fixedly connected with of telescopic link 12 with equally divide the arc pole 14 that board 9 contacted, the concrete gets into and drives when the inside of body 17 and equally divide board 9 slightly trembles for telescopic link 12 takes place elastic shrinkage, and it is mobile to drive the inside concrete of guiding gutter 7 through preventing blockking up frame 13, thereby prevents that the inside concrete of guiding gutter 7 from blockking up.
Wherein, sliding connection has support ring 15 on the support cylinder 3, fixedly connected with clearance frame 16 on the support ring 15, clearance frame 16 contacts with the surface of support cylinder 3, and clearance frame 16 can clear up the incrustation scale of the outer surface adhesion of support cylinder 3 when rotatory, reduces the corruption of sea water to the outer surface of support cylinder 3.
The cleaning support 16 is characterized in that connecting rods are rotatably connected to the upper side and the lower side of the cleaning support 16, opposite sides of the two connecting rods are connected through rotating arms, side wings are fixedly connected to the bottoms of the connecting rods, each side wing comprises a pipe body 17 made of flexible materials and sealing cloth connected with the pipe body 17, and seawater impacts the side wings when flowing so as to drive the cleaning support 16 to rotate to clean the outer surface of the support barrel 3.
Wherein, the bottom of connecting rod just is located the inside rotation of body 17 and is connected with the bracing piece, it is connected with arc 18 to rotate on the bracing piece, it strikes mouth 19 to correspond arc 18 department on the body 17, the top of strikeing mouth 19 is equipped with the lug, two relative one side fixedly connected with spacing spring 20 of arc 18, under the sea water quiescent condition, arc 18 keeps the contraction state under spacing spring 20 tension, makes body 17 keep the contraction state, thereby reduce the area of flank, alleviate the impact of rivers to the device, under the sea water mobile state, rivers get into the inside of body 17 and drive arc 18 through strikeing mouth 19 and rotate, make body 17 keep the state of opening, thereby drive the flank and open, increase and the area of contact of rivers, thereby it is rotatory to drive clearance frame 16.
Wherein, be equipped with the circulation mouth on the arc 18, the inside of circulation mouth is equipped with the variable speed board 21, the adapter sleeve has been cup jointed on the variable speed board 21, fixed connection elasticity on the adapter sleeve draws a 22, and elasticity draws a 22 and is connected with the arc 18, and when the variable speed board 21 was located circulation mouth inside, the water flow through circulation mouth reduced, increase flank rotation speed, when the variable speed board 21 left circulation mouth, the water flow increase of circulation mouth department to can reduce the rotation speed of flank.
Wherein, the both sides fixedly connected with diameter of variable speed board 21 contracts connecting piece 24 gradually, the one end fixedly connected with stripper plate 23 of connecting piece 24, when the velocity of water flow is too high, drive connecting piece 24 and insert the inside of circulation mouth for variable speed board 21 leaves circulation mouth, makes circulation mouth's inner space increase, reduces the impact force that rivers applyed the flank, thereby the protection flank prevents that the flank from being broken through by rivers.
When the device works, poured concrete enters the position right above the center of the pipe fitting through the guide pipe 11 and uniformly flows to the inner space of the partition plate 5 through flow guide, so that the concrete is uniformly distributed in the supporting cylinder 3, the dividing plate 9 is kept in a horizontal state under the action of the elastic limiting piece 10, when the supporting cylinder 3 inclines due to external force, the flow of the concrete in the inclined side guide groove 7 is increased, the flow of the tilted side guide groove 7 is reduced, the concrete with the inclined side increased in the pipe body 17 downwards extrudes the dividing plate 9, one end of the dividing plate 9 downwards presses and blocks a partial area of the guide groove 7, so that the flow velocity of the inclined side guide groove 7 is reduced, the self-adjustment of the flow velocity of the guide groove 7 is realized, the phenomenon that the supporting cylinder 3 is not uniformly poured when the concrete enters the pipe body 17, the dividing plate 9 is driven to slightly shake when the concrete enters the pipe body 17, and the telescopic rod 12 is elastically contracted, the anti-blocking frame 13 drives the concrete inside the diversion trench 7 to flow, thereby preventing the concrete inside the diversion trench 7 from being blocked, seawater impacts the side wings when flowing so as to drive the cleaning frame 16 to rotate and clean scale adhered to the outer surface of the supporting cylinder 3, and reduce corrosion of seawater to the outer surface of the supporting cylinder 3, under the static state of seawater, the arc-shaped plate 18 keeps the contraction state under the tension action of the limiting spring 20, so that the pipe body 17 keeps the contraction state, thereby reducing the area of the side wings and reducing the impact of water flow on the device, under the flowing state of seawater, water flow enters the pipe body 17 through the impact port 19 and drives the arc-shaped plate 18 to rotate, so that the pipe body 17 keeps the opening state, thereby driving the side wings to open, increasing the contact area with the water flow, thereby driving the cleaning frame 16 to rotate, when the speed change plate 21 is positioned inside the flow port, the flow rate of the water flow through the flow port is reduced, and the rotation speed of the side wings is increased, when the velocity of water flow is too high, drive connecting piece 24 and insert the inside of circulation mouth for speed change plate 21 leaves circulation mouth, makes the inner space increase of circulation mouth, reduces the impact force that rivers were applyed to the flank, thereby the protection flank prevents that the flank from being broken through by rivers, through the showy chassis 1 that sets up, has effectively avoided when the device is sinking the seabed, unable adjustment base 1 probably receives the marine organism striking and takes place vibrations, is favorable to reducing the feelings of shaking.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation. The use of the phrase "comprising one of the elements does not exclude the presence of other like elements in the process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a be applied to building of ocean engineering and support shock attenuation equipment, its structure includes floats chassis (1), unable adjustment base (2), supports a section of thick bamboo (3) and supporting platform (4), unable adjustment base (2) are located the top surface that floats chassis (1), support a section of thick bamboo (3) are located the top surface that floats chassis (1), supporting platform (4) are located the top of supporting a section of thick bamboo (3), its characterized in that: a partition plate (5) is fixedly connected inside the supporting cylinder (3), a flow guide disc (6) is fixedly connected above the partition plate (5), a diversion trench (7) is arranged on the diversion disc (6), a sphere (8) is embedded and connected at the center of the top end of the diversion disc (6), the ball body (8) is fixedly connected with a sleeve, the sleeve is fixedly connected with an equalizing plate (9), one end of the uniform dividing plate (9) is arranged right above the diversion trench (7), the bottom of the uniform dividing plate (9) is fixedly connected with an elastic limiting piece (10), the elastic limiting piece (10) is fixedly connected with the diversion disc (6), the top of the diversion disc (6) is fixedly connected with a pipe fitting, the top fixedly connected with opening of pipe fitting from top to bottom is honeycomb duct (11) of contracting gradually, and honeycomb duct (11) and a support section of thick bamboo (3) fixed connection.
2. The building support shock absorption device applied to ocean engineering according to claim 1, wherein: the both sides of guiding gutter (7) are equipped with the baffle respectively, the inside of guiding gutter (7) is equipped with the mount pad, fixedly connected with telescopic link (12) on the mount pad, reset spring (25) have been cup jointed on telescopic link (12), fixedly connected with prevents blockking up frame (13) on telescopic link (12), arc pole (14) that the top fixedly connected with of telescopic link (12) and equipartition board (9) contacted.
3. The building support shock absorption device applied to ocean engineering according to claim 1, wherein: a support ring (15) is connected to the support barrel (3) in a sliding mode, and a cleaning frame (16) is fixedly connected to the support ring (15).
4. The building support shock absorption device applied to ocean engineering according to claim 3, wherein: the cleaning frame (16) is connected with connecting rods in a vertical rotating mode, one opposite sides of the two connecting rods are connected through rotating arms, side wings are fixedly connected to the bottoms of the connecting rods, and each side wing comprises a pipe body (17) made of flexible materials and sealing cloth connected with the pipe body (17).
5. The building support shock absorption device applied to ocean engineering according to claim 4, wherein: the bottom of connecting rod just is located the inside rotation of body (17) and is connected with the bracing piece, it is connected with arc (18) to rotate on the bracing piece, it strikes mouth (19) to correspond arc (18) department on body (17) to be equipped with, the top of strikeing mouth (19) is equipped with the lug, two the spacing spring of relative one side fixedly connected with (20) of arc (18).
6. The building support shock absorption device applied to ocean engineering according to claim 5, wherein: be equipped with the circulation mouth on arc (18), the inside of circulation mouth is equipped with speed change board (21), the adapter sleeve has been cup jointed on speed change board (21), fixed connection has elasticity to draw piece (22) on the adapter sleeve, and elasticity draws piece (22) and be connected with arc (18).
7. The building support shock absorption device applied to ocean engineering according to claim 6, wherein: the two sides of the speed change plate (21) are fixedly connected with connecting pieces (24) with gradually contracted diameters, and one end of each connecting piece (24) is fixedly connected with a squeezing plate (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111109734.XA CN113565099B (en) | 2021-09-23 | 2021-09-23 | Be applied to ocean engineering's building and support shock attenuation equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111109734.XA CN113565099B (en) | 2021-09-23 | 2021-09-23 | Be applied to ocean engineering's building and support shock attenuation equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113565099A true CN113565099A (en) | 2021-10-29 |
| CN113565099B CN113565099B (en) | 2021-12-14 |
Family
ID=78173925
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111109734.XA Active CN113565099B (en) | 2021-09-23 | 2021-09-23 | Be applied to ocean engineering's building and support shock attenuation equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113565099B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2357043A1 (en) * | 1973-11-15 | 1975-05-28 | Gruen & Bilfinger Ag | Concrete hopper for concreting pile boreholes - has closing cone held by lifting rope which is opened when rope slackens |
| CN103114568A (en) * | 2013-03-17 | 2013-05-22 | 浙江海洋学院 | Building supporting equipment applied to oceanographic engineering |
| EP2735674A1 (en) * | 2012-11-21 | 2014-05-28 | Siemens Aktiengesellschaft | Slipformed concrete tower |
| CN206053351U (en) * | 2016-06-22 | 2017-03-29 | 中国建筑第八工程局有限公司 | CL composite shear wall concreting part flow arrangements |
| CN107834770A (en) * | 2017-11-27 | 2018-03-23 | 广东工业大学 | A kind of offshore wind generating and its pile foundation shock mitigation system |
| CN109555318A (en) * | 2018-12-27 | 2019-04-02 | 中建二局第二建筑工程有限公司 | Concrete distribution device for pouring heat-preservation integrated wall and pouring method thereof |
| CN110625785A (en) * | 2019-10-28 | 2019-12-31 | 郑州工程技术学院 | Concrete pouring device |
| CN111962486A (en) * | 2020-08-18 | 2020-11-20 | 毛逆凡 | Be applied to ocean engineering's building support equipment |
| CN112661223A (en) * | 2020-12-25 | 2021-04-16 | 浙江海洋大学 | Wind power generation-based seawater desalination device with linkage mixing function |
| CN113027136A (en) * | 2021-03-08 | 2021-06-25 | 北京城建集团有限责任公司 | Concrete deflector for pouring in long and narrow space and use method thereof |
-
2021
- 2021-09-23 CN CN202111109734.XA patent/CN113565099B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2357043A1 (en) * | 1973-11-15 | 1975-05-28 | Gruen & Bilfinger Ag | Concrete hopper for concreting pile boreholes - has closing cone held by lifting rope which is opened when rope slackens |
| EP2735674A1 (en) * | 2012-11-21 | 2014-05-28 | Siemens Aktiengesellschaft | Slipformed concrete tower |
| CN103114568A (en) * | 2013-03-17 | 2013-05-22 | 浙江海洋学院 | Building supporting equipment applied to oceanographic engineering |
| CN206053351U (en) * | 2016-06-22 | 2017-03-29 | 中国建筑第八工程局有限公司 | CL composite shear wall concreting part flow arrangements |
| CN107834770A (en) * | 2017-11-27 | 2018-03-23 | 广东工业大学 | A kind of offshore wind generating and its pile foundation shock mitigation system |
| CN109555318A (en) * | 2018-12-27 | 2019-04-02 | 中建二局第二建筑工程有限公司 | Concrete distribution device for pouring heat-preservation integrated wall and pouring method thereof |
| CN110625785A (en) * | 2019-10-28 | 2019-12-31 | 郑州工程技术学院 | Concrete pouring device |
| CN111962486A (en) * | 2020-08-18 | 2020-11-20 | 毛逆凡 | Be applied to ocean engineering's building support equipment |
| CN112661223A (en) * | 2020-12-25 | 2021-04-16 | 浙江海洋大学 | Wind power generation-based seawater desalination device with linkage mixing function |
| CN113027136A (en) * | 2021-03-08 | 2021-06-25 | 北京城建集团有限责任公司 | Concrete deflector for pouring in long and narrow space and use method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113565099B (en) | 2021-12-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113565099B (en) | Be applied to ocean engineering's building and support shock attenuation equipment | |
| CN113323814B (en) | Pile-free self-stabilizing base of offshore wind power tower | |
| CN219545043U (en) | Power platform for offshore wind power | |
| CN205225586U (en) | Marine formula fan that floats and wind turbine foundation thereof | |
| CN202181982U (en) | Waterwheel type tide energy double-direction generating device floating on water | |
| CN114086635B (en) | Digital full-variable-frequency water supply equipment with water storage tank and pressure-regulating self-cleaning function | |
| CN116446788A (en) | Automatic height-adjusting drilling device for bridge construction | |
| CN113983316B (en) | Intelligent auxiliary equipment and method for ship berthing | |
| CN111962486A (en) | Be applied to ocean engineering's building support equipment | |
| CN213387842U (en) | But real-time detection's sewage treatment device | |
| CN114396013A (en) | Wave wall and construction method thereof | |
| KR101193622B1 (en) | A mounting bracket having a rolling and pitching damper in pontoon | |
| CN219298250U (en) | Auxiliary sinking supporting device of anemometer tower | |
| CN212646565U (en) | Glass electrode anti-drying device | |
| CN221718748U (en) | Buoy for hydrologic water resource survey | |
| CN221482998U (en) | Hydraulic engineering construction pipeline installation shock mount | |
| CN215634001U (en) | Vibration damping base for submersible pump | |
| CN219671280U (en) | Adjustable water surface oil spilling interception device | |
| CN204059565U (en) | A kind of butterfly for excluding scum silica frost | |
| CN213233728U (en) | Municipal works drainage open channel construction fixing device | |
| CN215346150U (en) | Water flow impact resistant aquatic plant planting device | |
| CN214618190U (en) | Hydraulic engineering pipeline strutting arrangement | |
| CN214832378U (en) | Ecological slope protection bearing structure | |
| CN112811497B (en) | Air supporting machine capable of scraping suspended dirt | |
| CN216660215U (en) | Small-size multi-functional marine environmental monitoring buoy platform |
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 | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 129 Xingsheng Road, Chongchuan District, Nantong City, Jiangsu Province, 226000 Patentee after: Nantong Disai Ship Technology Co., Ltd. Address before: 129 Xingsheng Road, Chongchuan District, Nantong City, Jiangsu Province, 226000 Patentee before: Nantong dis Marine Technology Co.,Ltd. |