CN218368217U - Floating body platform - Google Patents

Floating body platform Download PDF

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Publication number
CN218368217U
CN218368217U CN202222871376.2U CN202222871376U CN218368217U CN 218368217 U CN218368217 U CN 218368217U CN 202222871376 U CN202222871376 U CN 202222871376U CN 218368217 U CN218368217 U CN 218368217U
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Prior art keywords
floating body
beams
support
platform
frame
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CN202222871376.2U
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周源
蒋凡
张健
高超
李成
高亚杰
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Northman Energy Technology Beijing Co ltd
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Northman Energy Technology Beijing Co ltd
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

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Abstract

An embodiment of the utility model provides a floating body platform, include: a floating body array comprising: the floating body unit comprises a plurality of floating bodies which are mutually overlapped and attached, wherein the floating bodies are hollow box bodies, the front and the back of each floating body comprise first limiting grooves, the two opposite side surfaces of each floating body comprise second limiting grooves, and the heights of the first limiting grooves and the second limiting grooves are equivalent; the limiting frame comprises a plurality of outer beams which are connected with each other; the limiting frame comprises a plurality of floating body unit spaces, a plurality of limiting frame supporting frames and a plurality of limiting frame supporting frames, wherein the plurality of floating body unit spaces are defined by a plurality of outer beams which are connected with each other; moreover, a plurality of outer beams of the limiting frame are embedded in the first grooves and/or the second grooves of a plurality of floating bodies of the floating body unit; a support frame at least partially disposed on the plurality of floating body cells of the floating body array; and a plurality of upright columns which are arranged between the limiting frame and the supporting frame. This application is connected body array and support frame through the stand, guarantees body platform's stability.

Description

Floating body platform
Technical Field
The utility model relates to the field of photovoltaic technology, in particular to floating body platform.
Background
Solar energy is a clean energy source. The direct conversion of solar energy into electrical energy by photovoltaic power stations is an efficient way of utilizing solar energy. Photovoltaic on water refers to the construction of photovoltaic power plants by using idle water surfaces. The photovoltaic power station on water has the advantages of not occupying land resources, reducing water evaporation, avoiding algae growth and the like, and has wide development prospect.
Along with the continuous expansion of photovoltaic's on water scale, set up box inverter and/or transformer near the surface of water of photovoltaic square matrix, can reduce the use amount of cable, reduce cost. However, the conventional support platform for the box-type inverter and/or transformer is a steel buoyancy tank or a concrete buoyancy tank, which has problems of heavy weight, high cost, difficulty in installation, and the like. There is a need for a new support pedestal to solve the above problems.
SUMMERY OF THE UTILITY MODEL
To the technical problem who exists among the prior art, the utility model provides a floating body platform, include: a floating body array comprising: the floating body unit comprises a plurality of floating bodies which are mutually overlapped and attached, wherein each floating body is a hollow box body, the front surface and the back surface of each floating body comprise first limiting grooves, two opposite side surfaces of each floating body comprise second limiting grooves, and the heights of the first limiting grooves and the second limiting grooves are equivalent; the limiting frame comprises a plurality of outer beams which are connected with each other; wherein a plurality of interconnected outer beams of the spacing frame define a plurality of floating body cell spaces in which the plurality of floating body cells are disposed; the plurality of outer beams of the limit frame are embedded in the first grooves and/or the second grooves of the plurality of floating bodies of the floating body unit; a support frame disposed at least partially over the plurality of floating body cells of the floating body array; and a plurality of upright posts arranged between the limiting frame and the supporting frame.
The floating body platform comprises a plurality of supporting longitudinal beams which are arranged in parallel and a plurality of supporting cross beams which are perpendicular to the supporting longitudinal beams, wherein the supporting cross beams are fixedly connected with the supporting longitudinal beams respectively to form a frame structure.
The floating body platform further comprises a plurality of railings, and the railings are respectively and fixedly connected with the plurality of support longitudinal beams and the plurality of support cross beams of the support frame.
The floating body platform further comprises a box body base, wherein the box body base comprises a plurality of first layer base beams which are arranged in parallel and a plurality of second layer base beams which are arranged on the first layer base beams, the plurality of second layer base beams are used for placing a load box, and the horizontal height of a supporting surface formed by the plurality of second layer base beams is larger than the surface height of the supporting frame.
The buoyant platform as described above, the position of the plurality of first-level base beams and/or the plurality of second-level base beams relative to the support frame being set according to the center of gravity of the payload box.
In the floating platform, the first-layer base beams are laid with grid plates to form a load box operation plane, and the load box operation plane is lower than a supporting surface formed by the second-layer base beams.
According to the floating body platform, the grid plates are laid on the upper surface of the support frame to form a platform operation plane, and the platform operation plane is lower than the load box operation plane.
The buoyant platform of the above, further comprising: one or more cable supports detachably arranged on the support frame and used for supporting smooth routing of cables.
The buoyant platform of the above, further comprising: and the plurality of anti-collision plates are fixedly connected with the support frame and/or the upright post and are arranged around the floating body array in an enclosing manner.
The buoyant platform of the above, further comprising: and the steel ladder is detachably and fixedly connected with the support frame and is used for assisting a user to enter the floating body platform.
The floating body platform comprises a floating body array, a supporting frame and a plurality of stand columns, wherein the supporting frame is arranged on a plurality of floating body units of the floating body array, the stand columns are arranged between the floating body array and the supporting frame, and the upper surface of the supporting frame can support a load box. The floating body array is connected with the supporting frame through the upright posts, so that the stability of the floating body platform is ensured.
Drawings
Preferred embodiments of the present invention will be described in further detail below with reference to the attached drawings, wherein:
figure 1A is a schematic structural view of a water float according to one embodiment of the present application;
FIG. 1B is a schematic illustration of the front of the water float according to one embodiment of the present application;
figure 1C is a schematic illustration of the structure of the back of the water float according to one embodiment of the present application;
FIG. 2A is one of the schematic structural views of a floating body cell according to one embodiment of the present application;
FIG. 2B is a second schematic diagram of a floating body cell configuration according to an embodiment of the present application;
FIG. 3A is one of the schematic structural diagrams of an array of floating bodies according to one embodiment of the present application;
FIG. 3B is a second schematic diagram of the structure of a floating body array according to an embodiment of the present application;
FIG. 3C is an enlarged view of a portion of FIG. 3B;
FIG. 3D is a schematic diagram of a floating body array structure according to another embodiment of the present application;
FIG. 4A is an exploded view of the structure of a buoyant platform according to one embodiment of the application;
FIG. 4B is one of the schematic structural illustrations of the buoyant platform according to one embodiment of the application;
FIG. 4C is a second schematic structural view of a buoyant platform according to an embodiment of the application;
FIG. 4D is a schematic illustration of the structure of a buoyant platform frame according to one embodiment of the application;
FIG. 5A is a schematic structural view of a high voltage cable mount according to one embodiment of the present application;
FIG. 5B is a schematic illustration of the high voltage cable mount in a buoyant platform frame according to one embodiment of the present application;
FIG. 5C is a schematic diagram of a low voltage cable mount according to one embodiment of the present application;
FIG. 5D is a schematic illustration of the configuration of a low voltage cable mount in a buoyant platform frame according to one embodiment of the present application;
FIG. 6A is one of the schematic structural views of a buoyant platform with fender according to one embodiment of the present application; and
figure 6B is a second schematic illustration of a buoyant platform configuration with fender according to one embodiment of the present application.
Detailed Description
To make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the attached drawings in the embodiments of the present invention are combined to clearly and completely describe the technical solution in the embodiments of the present invention, and obviously, the described embodiments are part of the embodiments of the present invention, rather than all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the following detailed description, reference is made to the accompanying drawings that form a part hereof and in which is shown by way of illustration specific embodiments of the application. In the drawings, like numerals describe substantially similar components throughout the different views. Various specific embodiments of the present application are described in sufficient detail below to enable those skilled in the art to practice the teachings of the present application. It is to be understood that other embodiments may be utilized and structural, logical or electrical changes may be made to the embodiments of the present application.
In view of the above, the present application provides a floating body platform, which includes a floating body array, a support frame, and a plurality of columns, wherein the floating body array includes a plurality of floating body units, and the floating body units include a plurality of floating bodies. Wherein the support frame is arranged on a plurality of floating body units, and the upright posts are arranged between the limit frame on the floating body array and the support frame. The floating body platform is used for supporting a load box, the load box comprises a box type inverter and/or a box type transformer, and the weight of the load box is 3-15 tons, so that higher requirements are put on the buoyancy of the floating body. The floating body in the application has the advantages of being large in size, large in buoyancy, light in weight and the like, and can meet the requirement for supporting the load box.
Figure 1A is a schematic structural view of a water float according to one embodiment of the present application. Fig. 1B is a schematic view of a front structure of the water float according to an embodiment of the present application, and fig. 1C is a schematic view of a back structure of the water float according to an embodiment of the present application. As shown in fig. 1A, the water float 100 includes a floating body 110, one or more pull ears 120, a plurality of protrusions 130, and a plurality of recesses 140. The floating body 110 may be a hollow box, the material of which may be HDPE material. The floating body 110 using the HDPE material has advantages of abrasion resistance, light weight, long service life, and the like.
In one embodiment of the present application, the floating body 110 has a length of 1300-1500mm, a width of 700-800mm, and a height of 1000-1200mm, and preferably, the floating body 100 has a length of 1400mm, a width of 750mm, and a height of 1100mm. The thickness of the floating body 100 is 3-6mm, the thicker the thickness of the floating body is, the higher the weight is, and the weight of the floating body is 16-28KG. In one embodiment, the buoyancy of the aquatic buoy 100 is 900-1200KG. The volume of body 100 on water in this application is obviously greater than current body, makes things convenient for the intercombination moreover, can satisfy the support demand of the box transformer of heavy weight.
The pulling lug 120 includes a first pulling lug 121 symmetrically disposed on two opposite sides of the floating body 110. The first pulling lug 121 may be a plate-shaped structure disposed at a middle position of the side of the floating body 110, and the first pulling lug 121 extends from a top position of the side of the floating body 110 to the middle position. The first pulling lug 121 improves the coupling strength of the first pulling lug 121 with the floating body 110 by increasing the contact area with the side of the floating body 110. The first pull tab 121 is disposed in the middle of the floating main body 110, so that the first pull tab 121 is uniformly stressed on the floating main body 110, and the problem that the floating main body 110 is deformed due to tension is avoided. In one embodiment, the tab has a thickness of 5mm to 10mm.
In one embodiment of the present application, the first pulling lug 121 includes one or more mounting holes 122 and reinforcing ribs 123, the mounting holes 122 being used in combination with a fixing device to fix the water float 100. The length of the mounting hole 122 in the vertical direction is greater than the length in the lateral direction. The reinforcing ribs 123 are uniformly distributed around the mounting hole 122, and the tensile capacity of the first pull tab 121 can be enhanced by adding the reinforcing ribs 123.
As shown in fig. 1B and 1C, the plurality of protrusions 130 and the plurality of recesses 140 are dispersedly disposed on the front surface of the floating body 110, and the plurality of protrusions 130 and the plurality of recesses 140 are dispersedly disposed on the rear surface of the floating body 110. The plurality of recesses 140 of the front or back side of the floating body 110 are adapted to receive a plurality of corresponding protrusions 140 of the back or front side of the floating body 110. When two adjacent water floats 100 are stacked on each other, the plurality of convex portions 130 and the plurality of concave portions 140 on the front surface of the floating body 110 and the plurality of convex portions 130 and the plurality of concave portions 140 on the back surface of the adjacent floating body 110 are combined with each other, so that the problems of relative movement and separation between the water floats 100 are avoided, and the stability of the two water floats 100 in combination is improved.
According to an embodiment of the present application, the plurality of protrusions 130 and the plurality of depressions 140 are alternately distributed on the front and rear surfaces of the floating body 110, with a fixed distance between adjacent protrusions 130 and a fixed distance between adjacent depressions 140. Referring to fig. 1A and 1B, the convex portion 130 is a rectangular bump, and the concave portion 140 is a rectangular groove. The adjacent convex portions 130 are spaced apart by a fixed distance, the adjacent concave portions 140 are spaced apart by a fixed distance, and when the plurality of concave portions 140 are received in the plurality of convex portions 130, a plurality of passages remain between the plurality of convex portions 130 and the plurality of concave portions 140, thereby preventing water from remaining between the water floats 100. Wherein, the height of the convex part is 14-16mm, and the width of the channel is 45-55 mm.
It should be understood by those skilled in the art that only one example of the arrangement of the plurality of protrusions and the plurality of recesses on the front and back of the water float of the present application is shown in fig. 1A-1C. Those skilled in the art will appreciate that the protrusions and recesses of the water float of the present application may have other configurations, such as: the convex part and the concave part are not all the same in size, the interval between the convex part and the concave part can be different, or the convex part and the concave part can be distributed on the front surface and the back surface of the floating body in other modes.
In one embodiment of the present application, the plurality of protrusions 130 are interference-fitted with the plurality of recesses 140 at corresponding positions, which can enhance the coupling force between the adjacent water floats 100. Further, the plurality of convex portions 130 and the plurality of concave portions 140 are provided on the front and rear surfaces of the floating body 110, so that the compressive strength of the floating body itself can be enhanced.
The water floater 100 further includes one or more filling holes 150, the filling holes 150 may be provided on the top surface of the floating body 110, the through holes 160 on the side surfaces of the floating body 110 and the airing holes 170 on the top surface of the floating body 110 are opened when the foam material can be filled inside the floating body 100 through the filling holes 150, and when the filling is completed, the filling holes 150 and the through holes 160 are sealed, and only the airing holes 170 remain to communicate with the outside of the water floater 100. Wherein the foam material comprises a polyurethane foam material. The waterborne floating body 100 is filled with polyurethane foam materials, so that the overall strength, the pressure resistance, the deformation resistance and the expansion and contraction resistance can be improved. Meanwhile, the polyurethane foam material is filled in the water float 100, so that buoyancy can be provided even if the float body 110 is damaged and water enters, and the working stability of the water float 100 can be improved.
According to one embodiment of the present application, the gas permeable vent 170 comprises a waterproof gas permeable membrane that allows only gas to pass through but not liquid. When the water floating body 100 is extruded, the internal pressure of the water floating body 100 changes, and the air is communicated through the air holes 170, so that the balance of the internal air pressure and the external air pressure of the water floating body 100 can be ensured.
According to an embodiment of the present application, the floating body 110 includes a stopper groove 180, and the stopper groove 180 includes first stopper grooves 181 provided at front and rear surfaces of the floating body 110. The opposite side of the floating body 110 includes a second groove 182, the first limit groove 181 is as high as the second limit groove 182, and the first limit groove 181 and the second limit groove 182 are both disposed at the middle lower part of the floating body 110 and used for cooperating with the limit device after the floating body is combined, thereby providing a more stable floating body structure. For example, the first limiting groove 181 and the second limiting groove 182 are used for accommodating the limiting frame, and limit the limiting frame in the limiting groove 180, so that the limiting frame and the water floats are prevented from deviating, and the stability of fixation among the plurality of water floats 100 is improved.
According to one embodiment of the present application, the floating body 110 includes a relief structure 190 disposed at a side of the floating body 110 and below the first pull tab 121. The cross section of the undulating structure 190 is "M" shaped, with two sides high and the middle low. The undulating structure 190 is provided at the middle position of the side of the floating body 110, increasing the compressive strength of the water float 100.
According to another embodiment of the present application, the lower portions of the two side surfaces of the floating body 110 are symmetrically provided with the second pulling lugs 124, the second pulling lugs 124 can be disposed in the second limiting grooves 182, and the outer side surfaces of the second pulling lugs 124 and the first pulling lugs 121 and the undulation structure 190 are on the same vertical plane. The second pull tab 124 includes mounting holes and reinforcing ribs similar to the first pull tab 121, and will not be described in detail herein.
Fig. 2A is one of the schematic structural views of a floating body cell according to one embodiment of the present application. As shown in fig. 2A, the float unit 200 includes a plurality of the water floats 100, and a first connector 210, the first connector 210 being connected to one or more lugs of the plurality of water floats 100 so as to connect the plurality of water floats 100 stacked in series. In one embodiment, the float unit 200 includes 2-5 water floats 100. The larger the number of the floating bodies 100 in the floating body unit 200 is, the larger the buoyancy can be provided, and at the same time, the material consumption of the first connecting member 210 in each floating body unit 200 is reduced, thereby saving the cost.
According to one embodiment of the present application, the first connection member 210 includes a first connection plate disposed at the first recess region 111 of the top surface of the floating body unit 200, and the first connection plate has a height lower than or substantially equal to the top surface of the floating body unit 200 when the first connection plate is disposed at the first recess region 111 of the top surface of the floating body unit 200. The first connection member 210 is designed to have a plate-shaped structure, so that the support area of the floating body unit can be increased, the stress can be dispersed, and the support stability of the floating body unit can be ensured. In one embodiment, the top surface of the floating body 100 is a plane, the first recess region 111 is disposed at one end of the top surface of the floating body, the height of the first recess region 111 is less than the height of the middle of the top surface of the floating body 100, and when the first connection plate is disposed at the first recess region 111, the height of the first connection plate is less than or substantially equal to the height of the top surface of the floating body, improving the flatness of the top surface of the floating body unit 200.
According to one embodiment of the present application, the float unit 200 further comprises a second connector 220, and one or more pull tabs of the plurality of water floats 100 are configured to be connected to the second connector 220, so that the second connector 220 also connects the stacked plurality of water floats 100 in series. The second connection member 220 includes a second connection plate disposed at the second recess region 112 of the floating body unit, and when the second connection plate is disposed at the second recess region 112 of the top surface of the floating body unit 200, the second connection plate 220 has a height lower than or substantially equal to the top surface of the floating body unit 200, and the second recess region 112 is disposed at the other end of the top surface of the floating body 100. The first and second depressed regions 111 and 112 are respectively disposed at both ends of the top surface of the floating body 100, and when the first and second depressed regions 111 and 112 are respectively provided with the first and second connection plates, the balance of the floating body unit can be ensured, and the occurrence of rollover can be avoided.
According to one embodiment of the present application, one or more pull tabs 120 are connected to the first connector 210 and/or the second connector 220 by a connector 230. The connecting member 230 includes a first portion and a second portion, wherein the first portion is fixedly connected to the pull tab 120, and the second portion is fixedly connected to the first connecting plate or the second connecting plate. The first portion may be fixedly connected to the mounting hole of the first pull tab 121 by a bolt, and the second portion may be a horizontally oriented connecting plate fixedly connected to the first connecting plate or the second connecting plate by a bolt.
In one embodiment of the present application, the first connecting plate is connected to the first recessed area 111 by means of adhesion, adsorption or mechanical connection and/or the second connecting plate is connected to the second recessed area 112 by means of adhesion, adsorption or mechanical connection. Thus, the strength of the coupling between the plurality of water floats 100 in the float unit 200 can be further enhanced, and the stability of the float unit 200 can be ensured.
A plurality of floating body units are combined together and can be spliced into a floating body array. The upper surface of the array of floats may be planar and capable of supporting a weight. A buoyant body array of multiple buoyant body units can carry up to several tons of weight. How to combine the floating body units together is a problem which needs to be solved urgently without changing the shape of the floating body array when bearing heavy objects. The application designs a neotype spacing frame, has improved the job stabilization nature of body array.
Figure 2B is a second schematic diagram of a floating body cell structure according to one embodiment of the present application. As shown in fig. 2B, the float unit may also connect a plurality of the aquatic floats 100 in series using a connection 240. The first pull lugs 121 between the water floats are fixedly connected by the connectors 240, and the second pull lugs 124 between the water floats are fixedly connected by the connectors 240, so that a plurality of water floats are connected in series to form a row of float units. In fig. 2B, 3 water floats 100 are illustrated in series, and it is understood by those skilled in the art that the float units in series can be connected in series with any number of water floats according to the actual use situation.
The connecting member 240 may be a steel wire rope, two ends of the steel wire rope are provided with connecting holes, the connecting holes are overlapped with the mounting holes on the pull lugs, and the two adjacent water floating bodies 100 are fixedly connected by bolts. The water floating body 100 is flexibly connected by the steel wire rope, so that when the water floating body 100 floats on water, the distance between the water floating body 100 and the water floating body is in dynamic balance, the acting force of the steel wire rope is reduced, and the connection stability between the water floating body and the water floating body is improved.
The floating body units connected in series are laid on the water surface, and can form an artificial channel. The floating body units connected in series can be fixed on the water surface by using steel wire ropes, and the upper surface of the floating body units can be used for users to walk. The floating body units connected in series can also be arranged on the periphery of the photovoltaic and/or floating platform on water, and are used for preventing waves from splashing or floating ice from impacting the photovoltaic equipment and/or the floating platform, and the safety of the photovoltaic equipment is improved. Furthermore, the floating body units connected in series can also be used for supporting cables, the cables are fixed on the upper surfaces of the floating body units connected in series, the cables are prevented from contacting water, and the working safety of the cables is improved. It will be understood by those skilled in the art that the series floating body cells can also be used in other operating scenarios without limitation.
FIG. 3A is one of the schematic diagrams of a floating body array structure according to one embodiment of the present application; FIG. 3B is a second schematic diagram of a floating body array structure according to an embodiment of the present application; fig. 3C is a partially enlarged view of fig. 3B. As shown in fig. 3A, the floating body array 300 includes a plurality of floating body cells 200 and a check frame. The floating body unit 200 includes a plurality of water floating bodies 100 stacked and attached to each other, the limit frame defines a plurality of floating body unit spaces, and the plurality of floating body units 200 are disposed in the plurality of floating body unit spaces.
The restraint frame includes a plurality of interconnected outer beams 310, and the plurality of outer beams 310 may enclose a rectangular floating body unit space. When the plurality of floating body units 200 are disposed in the floating body unit space, the plurality of outer beams 310 are embedded in the first and/or second limiting grooves 181 and 182 of the plurality of floating bodies of the floating body unit 200. Through with outer roof beam 310 inlay establish when first spacing recess 181 and/or second spacing recess 182 for laminating between the body unit is inseparabler, prevents that the undulant rocking that causes of rivers from influencing the stability of body array.
In one embodiment of the present application, the depth of the first and/or second limiting recesses 181 and 182 is 10mm to 80mm; the distance from the first limit groove 181 and/or the second limit groove 182 to the top surface of the floating body is 0.7m to 0.9m. First spacing recess 181 and/or the setting of second spacing recess 182 in the well lower part of body for spacing frame lower part implementation effort in the body gathers the body together, and the top of body utilizes the connecting piece to implement the effort, makes the body unit all have limiting action from top to bottom, makes a plurality of bodies in the body unit laminate inseparabler.
As shown in fig. 3B, the limiting frame further includes one or more inner beams 320 connected to the outer beam 310, and the plurality of inner beams 320 are embedded in the first limiting groove 181 and/or the second limiting groove 182 of the plurality of floats of the float unit 200. The plurality of inner beams 320 include a plurality of first inner beams 321, a plurality of second inner beams 322 and a plurality of third inner beams 323, the plurality of first inner beams 321, the plurality of second inner beams 322 and the plurality of third inner beams 323 are respectively connected with the outer beam 310 to divide a plurality of floating body unit spaces, and one or more floating body units are embedded in each floating body unit space. The space distance between adjacent floating bodies is 0.4m-0.6m.
In one embodiment, the second inner beam 322 and the third inner beam 323 are transversely and symmetrically arranged along the outer beam 310, the length of the third inner beam 323 is smaller than that of the second inner beam 322, and the second inner beam 322 and the third inner beam 323 are combined for use, so that the use amount of the inner beams 320 can be saved, and the assembly difficulty of the limiting frame is reduced. The plurality of outer beams 310 and the plurality of inner beams 320 are fixedly coupled by bolts through fixing holes having a race track shape. When the outer beam 310 and the inner beam 310 are longitudinally arranged, the longitudinal length of the fixing hole is greater than the transverse length; when the outer beam 310 and the inner beam 310 are transversely arranged, the transverse length of the fixing hole is greater than the longitudinal length.
Referring to fig. 3A, a plurality of outer beams 310 and a plurality of inner beams 320 enclose a plurality of floating body unit spaces, each floating body unit space is embedded with 2 floating body units, and each floating body unit includes 2 floating bodies. It will be understood by those skilled in the art that the number of float cells in the float cell space and the number of floats in each float cell may vary depending on the weight and centre of gravity of the cargo tank. In one embodiment, the floating body unit space includes 1-3 floating body units 200 therein, and the floating body unit 200 includes 2-5 floating bodies.
As shown in fig. 3C, the floating body array 300 further includes one or more columns 330, the columns 330 are disposed between the first connecting member 210 or the second connecting member 220 and the outer beam 310, and the columns 330 are used to connect the limiting frame with the first connecting member 210 or the second connecting member 220, so as to prevent the limiting frame from falling off from the floating body unit 200 under the action of gravity. The pillar 330 includes a first portion, a second portion and a third portion, the first portion and the second portion are perpendicular to the third portion, respectively, and the first portion and the second portion are disposed at both ends of the third portion. The first part is connected with the first connecting piece 210 or the second connecting piece 220, and the third part is connected with the limiting frame. According to an embodiment of the present application, when the columns 330 are disposed near the links 230, the contact portions of the columns 330 and the links 230 are fixedly coupled, thereby improving the coupling force of the columns 330 and the floating body array 300. According to an embodiment of the present application, when the pillar 330 is disposed near the connecting member 230, the third portion of the pillar 330 is fixedly connected to the first pull tab instead of fixedly connecting the connecting member 230 to the first pull tab 121, so that the number of the connecting members 230 is reduced, and the cost is reduced.
A plurality of floating body units in the floating body array 300 and floating bodies in the floating body units adopt modularized structures, so that later-stage replacement and supplement are facilitated, and the purpose of flexibility and changeability is achieved. The floating body unit in the floating body array and the floating body in the floating body unit can be arranged at any time according to the weight of the load box on the floating body array, and can also be expanded at any time according to the use environment. Specific variations refer to the following schemes.
Figure 3D is a schematic diagram of a floating body array structure according to another embodiment of the present application. As shown in fig. 3D, the floating body array 300 includes a plurality of floating body cells 200 therein, and the plurality of floating body cells 200 are non-uniformly distributed in a rectangular floating body cell space enclosed by a plurality of outer beams 310. A support frame may be provided on the buoyant body array 300 for supporting the load box. Wherein the number and distribution density of the floating body cells 200 in the floating body array 300 and/or the floating bodies in the floating body cells are set according to the position of the load tank with respect to the floating body array 300. The floating body array is configured as a modular structure that can be combined with different numbers of floating body cells and different numbers of floating body cells at will.
For example, the floating body array 300 is formed by enclosing outer beams 310 into 3*6 rectangular floating body unit spaces, wherein 1 floating body unit 200,1 floating body unit 200 fixed in each rectangular floating body unit space comprises 2 waterborne floating bodies which are attached and fixed with each other. The weight of the load box supported on this array of floats 300 was previously 20 tons, and is now replaced with a 10 ton load box. Therefore, reform transform current body array 300, the body unit that will keep away from the load case is dismantled, and the body array after the transformation is enough to support 10 tons of load cases, and the body unit of dismantling simultaneously can also use on other body arrays, has improved the utilization ratio of body unit. It should be understood by those skilled in the art that the modification of the floating body array is not limited to reducing the number of floating body units, and the arrangement of the floating body array can be changed, for example, 3*6 is modified into 3*3, which is not limited herein.
In one embodiment, the distribution density of the floating body cells 200 below and around the loadbox is greater than the distribution density of the floating body cells 200 at the periphery of the loadbox. In another embodiment, the number of floating bodies in the floating body unit 200 below and around the load tank is greater than the number of floating bodies in the floating body unit 200 at the periphery of the load tank. Wherein, the number of the floating bodies in the floating body unit is 2-5. Once constructed, it is difficult to move or change compared to conventional steel or concrete pontoons. The floating body array in the application can adjust the number of the floating body units in the floating body array and/or the floating body units at any time according to the gravity of the load box, can meet the requirements of different types of load boxes, and has the advantages of simple transformation mode, short time consumption and the like.
The application designs a new floating body platform, and the floating body in the floating body platform adopts the flotation tank of HDPE material, has advantages such as light in weight, buoyancy are big. The floating body platform adopts a modular design, and the floating body platforms in different shapes can be built according to the weight and the volume of the load box. And moreover, most of parts on the floating body platform are fixed by bolts, so that the field installation is simple. Reference is made in detail to the following.
FIG. 4A is an exploded view of a buoyant platform structure according to one embodiment of the application; FIG. 4B is one of the schematic structural illustrations of the buoyant platform according to one embodiment of the application; FIG. 4C is a second schematic illustration of a buoyant platform configuration according to an embodiment of the application; figure 4D is a schematic illustration of a buoyant platform frame structure according to one embodiment of the application.
As shown in fig. 4A and 4B, the buoyant platform 1000 includes a buoyant body array 300, a support frame 400, and a plurality of columns 330, the support frame being at least partially disposed on the buoyant body array 300, the columns 330 being disposed between the spacing frame and the support frame 400. Specifically, the first part of the upright 330 is fixedly connected to the first connecting member or the second connecting member, and the supporting frame 400, and the third part of the upright 330 is fixedly connected to the position-limiting frame, so as to fix the floating body array 300 and the supporting frame 400 together. The columns 330 have the function of upward and downward movement, so that the floating body array 300 and the support frame 400 in the floating body platform 1000 are stably combined together, and the stability of the floating body platform 1000 is improved.
As shown in fig. 4C, the supporting frame 400 includes a plurality of supporting longitudinal beams 410 arranged in parallel and a plurality of supporting cross beams 420 perpendicular to the plurality of supporting longitudinal beams 410, and the plurality of supporting cross beams 420 are respectively and fixedly connected with the plurality of supporting longitudinal beams 410 to form a frame structure. The supporting frames 400 are of a modular structure, and a plurality of supporting frames 400 can be spliced into a supporting frame with a larger area. The support frame 400 is modularized, so that field assembly is facilitated, and the assembly time is saved.
According to one embodiment of the present application, the upper and lower surfaces of the support frame 400 may be planar, the lower surface being in contact with the floating body array 300, and the upper surface being used to support the load box. The upper and lower surfaces of the supporting frame 400 are designed to be flat surfaces, so that stable supporting of the supporting frame 400 can be guaranteed, and stress can be dispersed. Referring to fig. 4C, a plurality of support beams 420 are supported in contact with the connection members of the floating body array 300, and a plurality of support stringers 410 are respectively disposed at the middle positions of the plurality of floating body units 200, so that the floating body array is uniformly stressed and the stability is improved.
As shown in fig. 4B, the buoyant platform 1000 further includes a plurality of railings 410, and the railings 410 are respectively and fixedly connected with the plurality of support longitudinal beams 410 and the plurality of support cross beams 420 of the support frame. The balustrade 410 is detachably connected with the plurality of support longitudinal beams 410 and the plurality of support cross beams 420 by bolts, and the plurality of balustrades 410 are matched with the plurality of support longitudinal beams 410 and the plurality of support cross beams 420 in size, so that field assembly is facilitated.
Buoyant platform 1000 further comprises: a steel ladder 420 removably and fixedly attached to the support frame 400 for assisting a user in accessing the buoyant platform 1000. Steel ladder 420 sets up in railing 410 one end, and steel ladder 420's the position that sets up can be according to on-the-spot actual conditions and set up at will, conveniently is used for getting into floating body platform.
As shown in fig. 4D, the buoyant platform 1000 further comprises a tank base 500, the tank base 500 comprises a plurality of first-layer base beams 510 arranged in parallel and a plurality of second-layer base beams 520 arranged on the plurality of first-layer base beams 510, the plurality of second-layer base beams 520 are used for placing a load box thereon, and the horizontal height of the supporting surface formed by the plurality of second-layer base beams 520 is greater than the height of the surface of the supporting frame 400. The first layer base beams 510 are detachably arranged on the support frame 400, and the second layer base beams 520 are detachably arranged on the first layer base beams 510. In one embodiment, the height of the first tier base beams 510 and/or the second tier base beams 520 is 5cm to 10cm.
According to one embodiment of the present application, the position of the plurality of first-tier base beams 510 and/or the plurality of second-tier base beams 520 relative to the support frame 400 is set according to the center of gravity of the load box 800. The buoyant platform is used to support the payload box 800 on the surface of the water. On the side near the center of gravity of the load box 800, the floating platform 1000 will sink, resulting in the support frame being stressed too much on one side for the support frame to bend. Therefore, the tank base 500 is provided according to the center of gravity of the load tank 800, so that the upper surface of the floating platform 1000 can be ensured to be on the same horizontal plane, the floating platform 1000 is prevented from being deformed, and the service life is prolonged.
As shown in fig. 4B, buoyant platform 1000 further comprises: a grating plate 430 laid on the upper surface of the support frame 400 to form a platform work plane, which is lower than the load box work plane. Buoyant platform 1000 further comprises: the grid plates 530 laid on the first tier base beams 510 form a load box work plane that is lower than the support plane formed by the second tier base beams 520. The second floor base beam 520 is used for supporting the load box to be higher than the operation plane of the load box, so that the load box 800 is far away from the water surface, and the influence of water entering the load box 800 on the normal operation of the electrical equipment in the load box is avoided. Grill plate 430 and/or grill plate 530 can be made of glass fiber reinforced plastic, which is made up of a plurality of hollowed holes to avoid water accumulation. Moreover, the glass fiber reinforced plastic has high strength and is sufficient for supporting operation thereon. Grid plate 430 and/or grid plate 530 material can also be steel grid plate, and steel grid plate can tailor according to floating body platform size, cuts for the glass steel grid plate on-the-spot, can not produce the waste material of cutting, and the comprehensive cost is lower to life is longer. FIG. 5A is a schematic view of a high voltage cable support structure according to one embodiment of the present application; FIG. 5B is a schematic illustration of the configuration of a high voltage cable mount in a buoyant platform frame according to one embodiment of the present application; FIG. 5C is a schematic view of a low voltage cable support structure according to one embodiment of the present application; fig. 5D is a schematic illustration of the configuration of a low voltage cable mount in a buoyant platform frame according to one embodiment of the present application. The buoyant platform 1000 further comprises one or more cable supports 600 removably disposed on the support frame 400 for supporting cables for the operation of the payload box 800 for smooth routing. One or more cable holders 600 may be changed in fixed position to conform to the direction of cable routing in the loadbox, depending on the orientation in which the loadbox is disposed.
As shown in fig. 5A and 5C, the cable holder 600 includes a high voltage cable holder 610 and a low voltage cable holder 620, the high voltage cable holder 610 is used for supporting the high voltage cable to run smoothly; the low voltage cable support 620 serves to support the low voltage cable for smooth routing. The high voltage cable holder 610 includes two parallel support bars 611, the two support bars 611 extend along a horizontal direction, then extend downward, and finally extend along the horizontal direction, and the two support bars 611 are fixedly connected with each other by one or more connecting rods 612. The bracing piece is buckled through twice, forms the gentle slope of "Z" font, and connecting rod 612 on the gentle slope is used for supporting cable, prevents that cable wiring angle undersize from wearing and tearing the cable, can prolong the life of cable.
The low voltage cable support 620 includes two parallel support rods 621, the two support rods 621 extend along the horizontal direction, then extend downwards, and finally extend along the horizontal direction, and the two support rods 621 are fixedly connected with each other through one or more connecting rods 622. Wherein, the height of the high voltage cable support 610 is greater than the height of the low voltage cable support 620. The high-voltage cable support 610 and the low-voltage cable support 620 can be fixedly connected with the support frame 400 through U-shaped bolts, so that the high-voltage cable support and the low-voltage cable support are convenient to disassemble and assemble on site.
As shown in fig. 5B and 5D, the high voltage cable holder 610 is disposed on the support frame 400, a support height of the high voltage cable holder 610 is greater than that of the cabinet base 500, and the high voltage cable holder 610 is used to support the high voltage cable coming out from the side of the load box. As shown in fig. 5C, a low voltage cable holder 620 is provided between the support frame 400 and the cabinet base 500, and the low voltage cable holder 620 is used to support the low voltage cable coming out from the bottom of the load cabinet. The low-voltage cable and the high-voltage cable are respectively arranged in different directions of the load box, so that the length of the low-voltage cable and the high-voltage cable in the load box can be reduced, and the cost is saved.
FIG. 6A is one of the schematic structural views of a buoyant platform with fender according to one embodiment of the present application; fig. 6B is a second schematic diagram of a buoyant platform structure with fender panels according to an embodiment of the present application. As shown in fig. 6A and 6B, the buoyant platform 1000 includes a plurality of fender panels 700 fixedly connected to the support frames and/or columns and disposed around the buoyant array 300. When the floating body platform 1000 floats on the water surface, the fluctuation of the water surface can flap the floating body array 300 in the floating body platform 1000 at any time, and the limit acting force in the floating body array 300 can be destroyed by the acting force of long-time flapping, so that the stability of the floating body platform is reduced. Therefore, the anti-collision plates 700 are disposed around the floating body array 300 to directly receive the flapping of the water surface, thereby preventing the limit function of the floating body array 300 from being damaged. In addition, the anti-collision plates 700 are arranged around the floating body array, so that the internal frame structure can be shielded, and the appearance is neat and attractive.
As shown in fig. 6A, the anti-collision plate 700 may be a glass fiber reinforced plastic grid plate 710, and the height of the glass grid plate 710 is one third to one half of the height of the buoyant hull array 300, so as to cover the supporting beams and the supporting longitudinal beams of the supporting frames 400 in the buoyant hull platform 1000, thereby making the overall appearance of the buoyant hull platform beautiful. As shown in fig. 6B, the fender panel 700 may also be a glass fiber reinforced plastic panel 720, and the height of the glass fiber reinforced plastic panel 720 is greater than or equal to the height of the floating body array 300. The glass fiber reinforced plastic plate 720 has a sufficient strength to withstand the impact of water surface fluctuation.
According to one embodiment of the present application, the buoyant platform further comprises a breakwater 730 secured around the support frame 400 and angled outwardly. The wave guard plate 730 is arranged outside the railing 410 and used for preventing the floating platform from being impacted by waves to influence the normal work of the floating platform. Wherein, the included angle between the wave-proof plate 730 and the horizontal plane outside the railing is less than 90 degrees. The breakwater 730 may be a glass fiber reinforced plastic plate, and it should be understood by those skilled in the art that the breakwater 730 may also be made of other materials, which are not limited herein.
To sum up, body platform in this application includes body array, support frame and many stands, and the support frame setting is on a plurality of body units of body array, and many stands set up between body array and support frame, and the support frame upper surface can support the load box. The floating body array is connected with the supporting frame through the upright posts, so that the stability of the floating body platform is ensured. The supporting frame comprises a plurality of supporting longitudinal beams and a plurality of supporting cross beams perpendicular to the longitudinal beams, and a frame structure is formed to support the load box and provide enough strength. Furthermore, still be provided with the box base on the support frame, can prevent to lead to the body platform to warp because of the atress is inhomogeneous, increase of service life. The floating body in the floating body unit is a hollow box body, foam materials are filled in the floating body unit, and even if the outer surface of the floating box is damaged, buoyancy can still be provided.
The above embodiments are provided only for the purpose of illustration, and are not intended to limit the present invention, and those skilled in the relevant art can make various changes and modifications without departing from the scope of the present invention, and therefore, all equivalent technical solutions should also belong to the scope of the present invention.

Claims (10)

1. A buoyant platform, comprising:
a floating body array comprising:
the floating body unit comprises a plurality of floating bodies which are mutually overlapped and attached, wherein each floating body is a hollow box body, the front surface and the back surface of each floating body comprise first limiting grooves, two opposite side surfaces of each floating body comprise second limiting grooves, and the heights of the first limiting grooves and the second limiting grooves are equivalent; and
the limiting frame comprises a plurality of outer beams which are connected with each other; wherein a plurality of interconnected outer beams of the spacing frame define a plurality of floating body cell spaces in which the plurality of floating body cells are disposed; the plurality of outer beams of the limit frame are embedded in the first limit grooves and/or the second limit grooves of the plurality of floating bodies of the floating body unit;
a support frame disposed at least partially over the plurality of floating body cells of the floating body array; and
and the upright columns are arranged between the limiting frame and the supporting frame.
2. The buoyant platform of claim 1 wherein the support frame comprises a plurality of support stringers arranged in parallel and a plurality of support beams perpendicular to the plurality of support stringers, the plurality of support beams being fixedly connected to the plurality of support stringers, respectively, to form a frame structure.
3. The buoyant platform of claim 2, further comprising a plurality of railings, the railings being fixedly connected to the plurality of support stringers and the plurality of support beams of the support frame, respectively.
4. The buoyant platform of claim 1, further comprising a tank base comprising a plurality of first-level base beams arranged in parallel and a plurality of second-level base beams disposed above the plurality of first-level base beams, the plurality of second-level base beams being adapted to receive a load tank thereon, the plurality of second-level base beams forming a support surface level greater than a height of the support frame surface.
5. The buoyant platform of claim 4 wherein the position of the plurality of first-level base beams and/or the plurality of second-level base beams relative to the support frame is set according to the center of gravity of the payload box.
6. The buoyant platform of claim 4 wherein the first tier base beams are laid with grid plates to form a loadbox work plane that is lower than the support surface formed by the second tier base beams.
7. The buoyant platform of claim 6 wherein a grid plate is laid on the upper surface of the support frame to form a platform work plane, the platform work plane being lower than the payload box work plane.
8. The buoyant platform of claim 1, further comprising: one or more cable supports detachably arranged on the support frame and used for supporting smooth routing of cables.
9. The buoyant platform of claim 1, further comprising: and the plurality of anti-collision plates are fixedly connected with the support frame and/or the upright post and are arranged around the floating body array in an enclosing manner.
10. The buoyant platform of claim 1, further comprising: and the steel ladder is detachably and fixedly connected with the support frame and is used for assisting a user to enter the floating body platform.
CN202222871376.2U 2022-10-28 2022-10-28 Floating body platform Active CN218368217U (en)

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Application Number Priority Date Filing Date Title
CN202222871376.2U CN218368217U (en) 2022-10-28 2022-10-28 Floating body platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222871376.2U CN218368217U (en) 2022-10-28 2022-10-28 Floating body platform

Publications (1)

Publication Number Publication Date
CN218368217U true CN218368217U (en) 2023-01-24

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Family Applications (1)

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