CN106892056B

CN106892056B - Construction method of overwater photovoltaic power station

Info

Publication number: CN106892056B
Application number: CN201611252135.2A
Authority: CN
Inventors: 曹永明; 高建岳; 蒋奇博
Original assignee: Suzhou Nuoya Jianzhou Photovoltaic Technology Co ltd
Current assignee: Suzhou Nuoya Jianzhou Photovoltaic Technology Co ltd
Priority date: 2016-12-30
Filing date: 2016-12-30
Publication date: 2021-10-08
Anticipated expiration: 2036-12-30
Also published as: CN106892056A

Abstract

The invention relates to a construction method of an overwater photovoltaic power station, which comprises the following steps: laying a plurality of stakes, wherein the plurality of stakes are arranged in rows and columns; mounting a plurality of solar panel supports to a plurality of stakes; mounting a solar panel to a plurality of solar panel supports; connecting a plurality of solar panels to form a photovoltaic array; wherein the step of laying a plurality of piles comprises: laying a first set of piles on the marine work platform, wherein the first set of piles comprises one or more rows of piles; adjusting the marine work platform to a coarse position for deployment of a second set of piles, wherein the second set of piles comprises one or more rows of piles; finely adjusting the position of the overwater operation platform; and laying a second group of piles on the water work platform.

Description

Construction method of overwater photovoltaic power station

Technical Field

The invention relates to the technical field of construction, in particular to a construction method of an overwater photovoltaic power station.

Background

Photovoltaic on water refers to the photovoltaic power generation application of building a photovoltaic power station by using an idle water surface. The overwater photovoltaic power station has the advantages of not occupying land resources, reducing water evaporation, avoiding algae growth and the like, and has wide development prospect. The construction of photovoltaic power plant on water needs to lay a lot of more stake to the aquatic. However, the existing construction method of the water power station has high cost and poor adaptability in the aspect of pile arrangement; and the construction speed is very slow, is difficult to satisfy the actual demand of photovoltaic power plant construction on water.

Disclosure of Invention

Aiming at the problems in the prior art, according to one aspect of the invention, a construction method of an overwater photovoltaic power station is provided, which comprises the following steps: laying a plurality of stakes, wherein the plurality of stakes are arranged in rows and columns; mounting a plurality of solar panel supports to a plurality of stakes; mounting a solar panel to a plurality of solar panel supports; connecting a plurality of solar panels to form a photovoltaic array; wherein the step of laying a plurality of piles comprises: laying a first set of piles on the marine work platform, wherein the first set of piles comprises one or more rows of piles; adjusting the marine work platform to a coarse position for deployment of a second set of piles, wherein the second set of piles comprises one or more rows of piles; finely adjusting the position of the overwater operation platform; and laying a second group of piles on the water work platform.

A method as above wherein the marine work platform is adapted for one or more pile drivers to lay one or more rows of piles or a portion of one or more rows of piles thereon.

The method as described above, further comprising securing the marine work platform prior to laying the first or second set of piles.

The method as described above, wherein the first or second set of piles comprises a first pile, the method further comprising: the first pile is not fully deployed to the desired depth, wherein the first pile is above the working surface of the marine work platform.

The method as described above, further comprising deploying the first pile to a desired depth and then releasing the securing of the above-water work platform.

The method as described above, further comprising: the power vessel is moved to the position for laying the second set of piles simultaneously with laying the first set of piles.

The method as defined above wherein adjusting the marine work platform to a coarse position for deployment of the second set of piles comprises: and dragging the overwater operation platform to a rough position for laying the second row of piles by utilizing a hoisting device on the power ship or the overwater operation platform.

A method as above, wherein the hoisting device is a winch or a drawworks.

A method as above wherein fine adjustment of the position of the marine work platform comprises adjusting the marine work platform to a position for deployment of the second set of piles using the power vessel or the lifting apparatus of the marine work platform and/or a plurality of adjustment points on the power vessel and/or one or more adjustment points on the work platform.

The method as described above, wherein the powered vessel comprises a first powered vessel on one side of the marine work platform; and a second powered boat on the other side of the above-water work platform; wherein the length of the power boat is greater than the width of the overwater operation platform;

the first power boat is provided with a first adjusting point, a second adjusting point and a third adjusting point, wherein the first adjusting point is positioned in the direction of the bow of the first power boat and is positioned outside the width of the overwater operation platform; the second adjusting point is positioned in the middle of the second power boat and within the width of the overwater operation platform; the third adjusting point is positioned in the stern direction of the third power boat and is positioned outside the width of the overwater operation platform; the first adjusting point, the second adjusting point and the third adjusting point are respectively connected to one side of the working platform close to the first power boat;

the second power ship is provided with a fourth adjusting point, a fifth adjusting point and a sixth adjusting point, wherein the fourth adjusting point is positioned in the direction of the bow of the second power ship and is positioned outside the width of the overwater operation platform; the fifth adjusting point is positioned in the middle of the second power boat and within the width of the overwater operation platform; the sixth adjusting point is positioned in the stern direction of the second power boat and outside the width of the overwater operation platform; and the fourth adjusting point, the fifth adjusting point and the sixth adjusting point are respectively connected to one side of the working platform close to the second power boat.

The method as described above, wherein the side of the marine work platform adjacent the first powered vessel comprises a first adjustment point, a second adjustment point and a third adjustment point which are connected to the first adjustment point, the second adjustment point and the third adjustment point on the first powered vessel, respectively; one side of the overwater working platform, which is close to the second power boat, comprises a fourth adjusting point, a fifth adjusting point and a sixth adjusting point which are respectively connected to the fourth adjusting point, the fifth adjusting point and the sixth adjusting point on the second power boat.

The method as described above, wherein the adjustment point or the adjustment point is a fixed column, a hook, a winch, a spool, a chain block, a hand-drive block or an electric block.

The method as above, wherein fine adjusting the position of the marine work platform comprises adjusting the position of the marine work platform based on the position of the first set of piles.

The method as described above, further comprising: and positioning the position of the working platform by using the measuring equipment in every other row or rows of piles.

The method as described above, further comprising: and positioning the initial position of the above-water operation platform by using the measuring equipment, and moving to a position required for laying the first group of piles by using the power ship.

The method as described above, further comprising: and adjusting the water operation platform to the initial position of the water operation platform by using the power boat.

The method as above, wherein the marine work platform comprises a plurality of floats; and a plurality of working surfaces on the floats for the pile driver; wherein, a plurality of bodies are spaced each other, and the distance between two adjacent bodies is greater than the width of stake.

A method as described above, wherein the working surface is adapted for a pile driver to lay a pile into the water from the space between adjacent floats or from the outside of a plurality of floats on top of it.

The method as described above, wherein a plurality of floating body units are laid with a track.

According to another aspect of the invention, a construction method of an overwater photovoltaic power station is provided, which comprises the following steps: laying a plurality of stakes, wherein the plurality of stakes are arranged in rows and columns; mounting a plurality of solar panel supports to a plurality of stakes; mounting a solar panel to a plurality of solar panel supports; connecting a plurality of solar panels to form a photovoltaic array; wherein the step of laying a plurality of piles comprises: positioning an initial position of the above-water platform; adjusting the position of the power boat according to the initial position of the water platform; adjusting the marine platform with the power vessel to a position to deploy a first set of piles, wherein the first set of piles comprises one or more rows of piles; and laying a first set of piles while driving the power vessel to a position where a second set of piles is laid, wherein the second set of piles comprises one or more rows of piles.

According to another aspect of the invention, the overwater photovoltaic power station constructed by the method is provided.

Drawings

Preferred embodiments of the present invention will now be described in further detail with reference to the accompanying drawings, in which:

FIG. 1 is a schematic structural view of a floating above-water pile work platform according to an embodiment of the present invention;

FIG. 2 is a schematic view of a first end platform segment according to one embodiment of the present invention;

FIG. 3 is a schematic view of an intermediate platform segment according to one embodiment of the present invention;

FIG. 4 is a schematic view of a second end platform segment according to one embodiment of the present invention;

FIG. 5 is a schematic view of a platform segment according to an embodiment of the present invention;

FIG. 6 is a schematic view of a floating body cell according to one embodiment of the present invention;

FIG. 7 is another schematic view of a floating body cell according to one embodiment of the present invention;

fig. 8 is an exploded view of a floating body cell according to an embodiment of the present invention;

FIG. 9 is a schematic view of a floating body unit with spud carriers according to an embodiment of the invention;

FIG. 10 is a schematic view of the interconnection of floating body cells according to an embodiment of the present invention;

FIG. 11 is a schematic top view of the interconnection of floating body cells according to an embodiment of the present invention;

FIG. 12 is a schematic view of a powered boat according to one embodiment of the present invention;

FIG. 13 is a schematic illustration of a power boat in connection with a work platform according to one embodiment of the present invention;

FIG. 14 is a flow diagram of a method of construction of an above-water photovoltaic power plant according to one embodiment of the present invention;

FIG. 15 is a flow chart of a method of laying a plurality of piles according to an embodiment of the present invention; and

FIG. 16 is a flow diagram of a method of laying a plurality of piles according to another embodiment of the present invention.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, 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 some, but not all, embodiments of the present invention. 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.

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.

A plurality of piles are required to be arranged for building the overwater photovoltaic power station and are used for supporting the solar cell panel. The construction speed of the existing water pile arrangement is about 30-50 piles per day. Such speed can not satisfy the construction needs of photovoltaic power plant on water at all. The invention provides a new construction method capable of greatly improving the speed of piling on water, the highest construction speed can reach 1200 piles every day, and the invention further provides a photovoltaic power station on water.

A floating above-water pile work platform in connection with one embodiment of the present invention will first be described. It will be appreciated by those skilled in the art that other work platforms similar thereto may be used with the present invention.

Figure 1 is a schematic structural view of a marine pile driving work platform according to one embodiment of the present invention. As shown in fig. 1, the marine pile driving work platform 100 includes a plurality of platform sections (e.g., a first end platform section 110 and a second end platform section 130). Depending on the width of the above-water photovoltaic power plant, the above-water pile driving work platform 100 may not include or include one or more intermediate platform sections 120.

According to one example of the invention, a platform segment (not limited to an end platform segment or a middle platform segment) includes a plurality of floating body cells spaced apart from one another, wherein the spacing between adjacent floating body cells is greater than the width of the pile; and a working surface on the plurality of floating body units; wherein one or more pile drivers are adapted to arrange piles in the water on the working surface from one or both sides of the or a plurality of floating units or between adjacent floating units. It will be appreciated by those skilled in the art that the first end platform section, the second end platform section and the intermediate platform section include no limitation in the number of floating body units.

According to one embodiment of the invention the float unit comprises a float or buoyancy tank. The upper surface of the floating body or the floating box is provided with a lapping backing plate for the pile driver to pass through the gap between the floating body or the floating box. The upper surface of the float or pontoon and the backing plate together define the working surface of the pile driving platform of the invention. According to another embodiment of the invention the track is laid directly on the upper surface of the floating body or buoyancy tank. The upper surface of the float or pontoon and the track together define the working surface of the piling platform of the invention.

The float or buoyancy tank referred to in the present invention may be any body capable of providing buoyancy. Examples of floats or pontoons may be metal tanks, containers, or waste containers or containers, ships, foam floes, pontoons, pontoon units, etc. The pile driver referred to in the present invention is any movable or immovable mechanical device capable of laying piles in the water bottom in a hammering, striking, rotating, drilling down, etc.

The following examples are more preferred embodiments of the present invention.

FIG. 2 is a schematic view of a first end platform segment according to one embodiment of the present invention. As shown in FIG. 2, the first end platform segment includes a plurality of floating body cells 101-107 and a track 10. The rails 10 are disposed on a plurality of floating body cells 101-107. The upper surface of the

float unit

101 and 107 and the track 10 define the working surface of the pile driver. The plurality of floating body units 101-107 are spaced from each other, and the width of the space between the floating body units 101-107 is greater than the width of the pile. Further, the plurality of floating body cells 101-107 includes an end floating body cell 101.

According to one embodiment of the invention, in an embodiment cooperating with a power boat, a plurality of adjustment points 108, such as fixed columns, winches, spools, chain blocks, hand or electric hoists, are provided on the end float unit 101. The power vessel is connected by means of wire ropes or hauling ropes to a number of adjustment points 108 provided on the end float unit 101, such as fixed columns, winches, spools, chain blocks, hand hoists or electric hoists. The position of the marine pile driving platform can be adjusted using a plurality of adjustment points 108 in conjunction with the power boat. Further, according to one embodiment of the present invention, a tow point 110 is included on the end float unit 101. One example of a tow point 110 is a hook. The powership comprises a hoisting device, such as a winch or a winch, which is connected to the tow point 110 by means of a wire rope or a tow line. According to another embodiment of the invention, the tow point 110 comprises a hoisting device, such as a winch or a winch, which is connected to a connection point on the powered vessel, such as a hook or a fixed post, by a wire rope or a tow line. According to one embodiment of the invention, a propeller 109 is mounted on one or more of the

float cells

101 and 107 under its own power.

According to one embodiment of the invention, spud brackets 111 and 112 are provided on one (e.g. 105) of the

float cells

101 and 107 of the first end platform section. The spud carrier defines a pile mounting position outside the area of the floating body unit or a pile mounting position through the floating body unit.

FIG. 3 is a schematic view of an intermediate platform segment according to one embodiment of the present invention. As shown in fig. 3, the intermediate platform section comprises a plurality of floating

body cells

201 and 205 and a track 20. The rail 20 is disposed on the plurality of floating body cells 201-205. The upper surface of the

float cell

201 and 205 and the rail 20 define the working surface of the pile driver. The plurality of floating body cells 201-205 are spaced apart from each other, and the width of the space between the floating body cells 201-205 is greater than the width of the pillars. According to one embodiment of the invention, one (e.g. 203) of the floating

body cells

201 and 205 is provided with spud supports 211 and 212. The spud holder defines a pile mounting position through the floating body unit or outside the area of the floating body unit. According to one embodiment of the invention, a propeller 209 is mounted on one or more of the

float cells

201 and 205 under self-powered conditions.

FIG. 4 is a schematic view of a second end platform segment according to one embodiment of the present invention. As shown in FIG. 4, the second end platform segment includes a plurality of floating body cells 301-307 and a track 30. The rails 30 are disposed on the plurality of floating body cells 301-307. The upper surface of the

float cells

301 and 307 and the rails 30 define the working surface of the pile driver. The plurality of floating body cells 301-307 are spaced apart from each other, and the width of the space between the floating body cells 301-307 is greater than the width of the pillars. Further, the plurality of floating body cells 301-307 includes one end floating body cell 307.

According to one embodiment of the invention, in an embodiment fitted with a power boat, the end float unit 307 is provided with an adjustment point 308, for example a fixed column, a winch, a spool, a chain block, a hand block or an electric block. According to one embodiment of the invention the power boat is connected by means of wire ropes or hauling ropes to an adjusting point 308 provided on the end buoy unit 307, such as a fixed column, a winch, a reel, a chain block, a hand block or an electric block. Further, according to one embodiment of the present invention, a tow point 310 is included on the end float unit 307. One example of a tow point 310 is a hook. The powership comprises a hoisting device, such as a winch or a winch, which is connected to the tow point 310 by a wire rope or a tow line. According to another embodiment of the invention, the tow point 310 comprises a hoisting device, such as a winch or a winch, which is connected to a connection point on the powered vessel, such as a hook or a fixed column, by a wire rope or a tow line. According to one embodiment of the invention, propellers 309 are mounted on one or more of the float cells 301-307 under their own power.

According to one embodiment of the invention, one (e.g. 303) of the

float cells

301 and 307 of the second end platform section is provided with

spud brackets

311 and 312. The spud carrier defines a pile mounting position outside the area of the floating body unit or a pile mounting position through the floating body unit.

FIG. 5 is a schematic illustration of a platform segment according to an embodiment of the present invention. Most of the components in the embodiment of fig. 5 are the same as those in fig. 2 to 4, and are not described again here. As shown in fig. 5, the marine pile driving work platform of the present invention includes a reinforcing strip 501 such as a section steel, an angle steel, a steel strip, or a steel bar. According to another embodiment of the present invention, the reinforcing strip 501 comprises a plurality of discontinuous segments, each segment connecting two adjacent floating body units. The reinforcing strip 501 is metal or other rigid material. The reinforcing band 501 connects a plurality of floating body units in series to make the connection between the floating body units more stable. According to one embodiment of the present invention, the reinforcing strips 501 are disposed at the outer sides of the plurality of floating body units and connect the plurality of floating body units together from the outer sides without occupying the area of the working surface.

Fig. 6 is a schematic view of a floating body cell according to one embodiment of the present invention. Figure 7 is another schematic view of a floating body cell according to one embodiment of the present invention. Fig. 8 is an exploded view of a floating body cell according to one embodiment of the present invention. Fig. 9 is a schematic view of a floating body unit with spud carriers according to an embodiment of the invention.

As shown in fig. 6 and 8, buoyant hull unit 600 includes a buoyant hull (or pontoon) 601, a truss 602 on buoyant hull 601; and a set of attachment brackets including a first attachment bracket 604 and a second attachment bracket 605.

The float 601 provides buoyancy to the float unit. An example of a truss 602 is a support of steel construction. The truss 602 primarily functions to increase the height of the working surface. It will be appreciated by those skilled in the art that a support truss is not necessary. According to a preferred embodiment of the invention, it is preferable to standardize the floating body or buoyancy tank in order to reduce production costs. One disadvantage of the standardization of floats or pontoons, however, is that sometimes the adaptability is not good enough. In some waters, the height variations of the water level may also be large; and the height of the pile exposed out of the water surface after piling can be different according to the requirement. When the upper surface of the standard floating body or the floating box is directly used as a working surface, the working surface is lower than the height of the pile exposed out of the water surface after piling, and the piling cannot be finished. The truss can be conveniently disposed on the upper surface of the buoyant hull or the pontoon to increase the height of the working surface, thereby solving the problem. Meanwhile, the truss is also beneficial to reducing the size of the floating body or the floating box, and is convenient for reducing the transportation cost.

The purpose of one set of connection frames is to secure adjacent floating body units. In the embodiment shown, the fixation between the floating body units employs two

connection frames

604 and 605. Of course both the reinforcement strips and the rails may also serve to secure adjacent floating body units. Examples of the connection frame include a metal truss, an angle bracket, or the like.

According to an embodiment of the present invention, the first connection frame 604 and the second connection frame 605 may be directly disposed on the truss 602. According to another embodiment of the present invention, a cover plate 603 is laid on the girder 602, and the connection frames 604 and 605 are disposed on the cover plate 603. It will be appreciated by those skilled in the art that the cover plate 603 is optional, and serves to add structural strength and ease of construction for the operator. The connecting frames of different floating body units are connected with each other for fixing the adjacent floating body units. Specifically, both ends of the first connection frame 604 include

interconnection interfaces

6041 and 6042, and both ends of the second connection frame 605 include

interconnection interfaces

6051 and 6052. The interfaces of the connection frames of the individual buoyant body units are connected to one another and fixed, for example by screws, rivets or the like, or welded together. The interconnection interface may be a portion through which screws or rivets pass or are welded to each other. According to one embodiment of the present invention, the first and second attachment frames 604 and 605 are of different heights as shown. The height of the first frame 604 is higher to increase the contact area of the interconnect interface and provide a more secure connection. The lower height of the second frame 605 facilitates the pile driver to lift the pile from the material vessel from the side of the second frame 605.

In fig. 7, a rail 701 on a cover plate 603 is shown. It will be appreciated by those skilled in the art that laying the tracks may result in a more even distribution of the weight of the pile driver over the buoyant units. According to one embodiment of the invention, the rails may also be laid directly on the support truss. According to one embodiment of the invention, the cover plate 603 can be used directly as a working surface without laying rails, as the connection strength of adjacent floating body units allows.

Further shown in fig. 8 are reinforcing strips 606 between the float cells. According to one embodiment of the present invention, the reinforcing tape 606 is provided on the sidewall of the floating body 601 at one side of the second connection frame 605. Such an arrangement may not occupy the area of the working surface. Further, the gap between the sidewalls of the adjacent floating body first connection frames 604 on one side is open and unobstructed. When the pile work platform is moved in its entirety, the already laid piles can be removed from the open spaces between the floating body units on the side of the first connecting frame 604, so that the movement of the work platform is not affected.

Fig. 9 shows spud

holders

901 and 902. As shown in fig. 9, spud supports 901 and 902 are interconnected to connecting

frames

604 and 605, respectively, and further interconnected to truss 602 through cover plate 603, thereby forming a more stable, unitary structure. Further, spud

holders

901 and 902, respectively, define the pile mounting position. The pile installation location may be on and through the floating body unit or outside the floating body unit. After the pile is deployed under water at the pile installation position of the spud supports 901 and 902 for fixation, the pile may be further fixed (e.g. by screws or rivets) to the spud supports 901 and 902, thereby achieving the fixation of the work platform position.

Fig. 10 is a schematic view of the interconnection of floating body cells according to an embodiment of the present invention. As shown in fig. 10, the floating

body units

1001 and 1002 are two adjacent floating body units, their respective floating

bodies

1003 and 1004 are close to but spaced apart from each other, their upper coupling frames 1005 and 1006 are coupled to and fixed to each other, and their

lower coupling frames

1007 and 1008 are also coupled to and fixed to each other. It will be appreciated by those skilled in the art that a plurality of buoyant units may be secured to one another in the same manner to form the platform sections of the work platform of the present invention to form a marine pile driving work platform.

Fig. 11 is a schematic top view of the interconnection of floating body cells according to an embodiment of the present invention. Fig. 11 shows more connections between floating body cells. Similar to fig. 10, floating

body cells

1101 and 1102 are two adjacent floating body cells. The

upper headers

1103 and 1104 of both are connected to each other and fixed to each other, and the

lower headers

1105 and 1106 of both are also connected to each other and fixed to each other. Further, a track 1110 is laid between the floating

body units

1101 and 1102, and further, firmly connects the two together. In accordance with one embodiment of the invention, a pile spacer or plate 1120 is provided in the track side gap between the floating

body units

1101 and 1102, and a hole 1130 is provided in the pile spacer or plate 1120 to position the pile. Optionally, a pile spacer or plate 1121 is provided at the other side of the track between the floating

body units

1101 and 1102, and a hole 1131 is provided on the pile spacer or plate 1121 to position the pile. Optionally, outside of the floating

body cells

1101 and 1102, one or more post spacers or

plates

1122 and 1124 may be provided, each having a

hole

1132 and 1134 therein. It will be appreciated by those skilled in the art that the efficiency of piling can be further improved by using the piling platform of the present invention to complete two or more rows of piling at a time, with multiple spacers or plates. According to another embodiment of the invention, the hole 1140 through which the stake passes may be located on the track. In fig. 11, a reinforcing band 1150 is shown, which is located at the other outer side of the floating body units and fixes the floating body units to each other, according to an embodiment of the present invention.

FIG. 12 is a schematic view of a powered boat according to one embodiment of the present invention. As shown in fig. 12, the power boat 1200 includes a hull 1201. One or more spuds or spuds 1211-1214 are provided on the hull 1201. Each spud or anchor is connected to a lifting device 1221 such as a winch or draw works 1224. One or more lifting devices 1221-1224 may raise and lower one or more spuds or anchors 1211-1214, respectively. After one or more spuds or anchors 1211-1214 are lowered, the position of the powered vessel is fixed. After one or more of the spuds or anchors 1211-1214 are raised, the powered vessel may be free to travel.

As shown, the power vessel additionally comprises a hoisting device 1204, such as a winch or winch, connected by a wire or rope 1205 to a fixed pulley 1206 in the direction of the bow 1203, and further connected by the fixed pulley 1206 to a towing point on the marine pile driving work platform. The lifting device 1204 may pull or drag the work platform movement position via 1205 connection. According to another embodiment of the invention, the bow direction of the power boat is provided with a connecting point of a fixed column or a hook; and the tow point of the marine pile driving work platform comprises a lifting device which is connected to the connection point on the power boat by a steel cable or a tow rope. Likewise, the lifting device may pull or drag the work platform to a position of movement.

As shown, the side 1202 is provided with a plurality of fixed posts, winches, spools, chain blocks, hand hoists or adjustment points for electric hoists. These adjustment points are each connected to one or more adjustment points on the work platform. The connection of the plurality of winches is used to fine tune the position of the work platform to accurately position the work platform. According to one embodiment of the invention, three

adjustment points

1207 and 1209 are provided on the side 1202, one adjustment point 1207 being near the bow direction, one adjustment point 1208 being in the midship, and the other adjustment point 1209 being near the stern direction.

FIG. 13 is a schematic illustration of a power boat in connection with a work platform, according to an embodiment of the present invention. As shown in fig. 13, the work platform 1300 has one powered boat 1301 and 1321 on each of its left and right sides, both of which are attached to the work platform in the same manner. Specifically, the lifting device 1302 of the power vessel 1301 is connected to the towing point 1311 of the end segment buoyant unit of the work platform 1300 by a wire rope or tow line 1306; or the towing point 1311 on the work platform comprises hoisting equipment connected to the attachment point on the power vessel by means of a wire or a tow line. And three adjusting points 1303 and 1305 of the power boat 1301 are respectively connected to the adjusting points 1312 and 1314 of the floating body unit at the tail end section of the operation platform 1300, such as a fixed column, a winch, a winding shaft, a chain block, a hand hoist or an electric hoist, through a steel cable or a traction rope 1307 and 1309. (Note that the case where both sides are fixed posts should be excluded)

Similarly, the lifting device 1322 of the power vessel 1321 is connected to the tow point 1331 of the other end section buoy unit of the work platform 1300 by a wire rope or tow line 1326; or the tow point 1331 on the work platform may comprise a lifting device connected to a connection point on the power vessel by a wire or tow line. The three adjustment points 1323 and 1325 of the power vessel 1321 are connected to the adjustment points 1332 and 1334 of the floating body unit at the other end section of the operation platform 1300, such as a fixed column, a winch, a spool, a chain block, a hand hoist or an electric hoist, respectively, through a steel cable or a traction rope 1327 and 1329. (Note that the case where both sides are fixed posts should be excluded)

An embodiment of a construction method of a photovoltaic power plant of the present invention is described below.

FIG. 14 is a flow chart of a method of construction of an above-water photovoltaic power plant according to one embodiment of the present invention. As shown in fig. 14, a construction method 1400 of an above-water photovoltaic power station includes the following steps: at step 1410, a plurality of piles are deployed over the water. A plurality of stake on water can directly bear solar cell panel's support and solar cell panel.

Next, necessary preparations are made for installing the solar panel in step 1420. At step 1420, a plurality of solar panel brackets are mounted to the plurality of stakes. This is conventional in the art and will not be described further herein.

At step 1430, a solar panel is mounted on the solar panel support on the plurality of stakes. This is conventional in the art and will not be described further herein.

At step 1440, a plurality of solar panels are connected to form a photovoltaic array. This is conventional in the art and will not be described further herein.

At step 1450, the photovoltaic array is connected to a utility grid through a grid tie inverter. This is conventional in the art and will not be described further herein.

According to one embodiment of the invention, the charging and discharging controller can be connected to the direct current load or the storage battery to supply power to the direct current load or the storage battery; or to supply power to the ac load through an off-grid inverter. This is conventional in the art and will not be described further herein.

An embodiment of arranging a plurality of stakes, such as step 1410 of the above embodiment, is further described below.

FIG. 15 is a flow chart of a method of laying a plurality of piles according to an embodiment of the present invention. As shown in FIG. 15, in a method 1500 of laying a plurality of stakes, the plurality of stakes are arranged in a plurality of rows and columns; the method comprises the following steps: at step 1510, a first set of piles is deployed on the marine work platform, the first set of piles including one or more rows of piles. For example, the embodiment of FIG. 13 is an example of laying two rows of stakes 1350 and 1360 simultaneously. The offshore platform is adapted for one or more pile drivers to simultaneously lay one or more rows of a plurality of piles. It will be appreciated by those skilled in the art that the water platform may be implemented as previously described herein with respect to the embodiments of the water stake work platform, and that other water platforms having similar functions may be used.

Step 1500 further includes determining an initial position of the marine work platform using the total station at the time of construction, according to an embodiment of the present invention; and fixing the marine work platform prior to laying the first set of piles. Due to the complex water surface conditions, there may be wind waves or other factors that affect the stability of the above-water work platform. And whether the platform is stable directly determines whether the position of the laid pile is accurate. Therefore, it is necessary to fix the work platform in the water before piling work. In particular, the work platform may comprise one or more spuds. Before operation, the one or more positioning piles are arranged in water to fix the operation platform and ensure the stability of the operation platform in the piling process.

According to one embodiment of the invention, step 1510 further comprises spacing one or more piles apart during deployment of the first set of piles, leaving a pile not fully deployed to a desired depth, but rather, at a certain height. This set aside height is higher than the height of the above-water work platform. In other words, the pile left at a certain height can be easily found on the work platform. This is done to aid in positioning. When the wind and waves on the water are large, even if the operation platform is fixed by the positioning piles, unstable conditions such as vibration, shaking and turning of the operation platform can occur. These conditions also affect the accuracy of the piling operation. Since more than 30 piles may be included in a row of piles, inaccuracies in the position of the platform may accumulate, thereby affecting the orientation of the entire row of piles. To avoid this, pile position/orientation checks should be made every about, say, 10 or so piles. And those piles which are left somewhat above the working surface of the work platform can be used for such inspection and correction. Further in accordance with an embodiment of the present invention, there is further provided the step of laying the piles at a predetermined height into the water, releasing the position of the above-water work platform, and lifting one or more of the spuds.

At step 1520, the power vessel is moved to a position to deploy the second set of piles while the first set of piles is deployed. The second set of piles comprises one or more rows of piles. According to one embodiment of the invention, the work platform itself has no power, but a power boat is required to tow the work platform to the work position. It will be appreciated by those skilled in the art that the position of the work platform needs to be accurate to ensure that the position of the plurality of piles deployed thereon is accurate.

At step 1530, the marine platform is adjusted to a coarse position for deployment of the second set of piles using the power boat. By "coarse position" is meant a position that is as close as possible or acceptable to the precise position under certain conditions; or a position within an allowable range from the error of the accurate position under this condition. According to one embodiment of the invention, the power vessel is provided with a hoisting device, such as a winch or a winch. The lifting device is connected to the marine work platform by a wire rope or a tow rope. For example, the left and right sides of the water platform may each include a powered boat. The two power vessels simultaneously tow the work platform to adjust its position substantially to the position at which the second row of piles is deployed. Alternatively, the above-water work platform is provided with a hoisting device such as a winch or a winch. The hoisting device is connected to the power vessel by a wire rope or a tow rope. For example, the left and right sides of the water platform may each include a powered boat. The marine work platform simultaneously tows two powered vessels to adjust their position approximately to the position where the second row of piles is deployed. According to one embodiment of the invention, a further powered boat may be included in the direction of advance of the marine work platform, also connected to the marine work platform, for assisting in towing the marine work platform. Step 1530 also includes releasing the marine work platform from position and lifting one or more spuds according to one embodiment of the present invention.

In step 1540, the position of the topside facility is fine-tuned to accurately adjust the topside facility to the position for laying the second set of piles. According to one embodiment of the invention the length of the power boat is greater than the width of the marine work platform. The side that is close to the operation platform on water at the power ship sets up a plurality of adjustment points such as fixed column, hinge, spool, chain block, hand block or electric block, and the operation platform on water sets up a plurality of adjustment points such as fixed column, hinge, spool, chain block, hand block or electric block. For example, a plurality of hinges or winding shafts are arranged on the power boat, and one or more fixed columns, hinges, winding shafts, chain blocks, hand-operated hoists or electric hoists are arranged on the water work platform; or a plurality of fixed columns are arranged on the power boat, and the overwater operation platform is provided with a plurality of hinges, a winding shaft, a chain block, a manual hoist or an electric hoist. The adjusting point of the power boat is connected with the adjusting point of the water operation platform through a steel cable or a traction rope. Through the hinge, the winding shaft, the chain block, the hand hoist or the electric hoist of the adjusting point or the adjusting point, a steel cable or a traction rope between the adjusting point of the power boat and the adjusting point of the overwater operation platform can be tensioned, and the length of the steel cable or the traction rope can be shortened or increased, so that the position of the overwater operation platform can be changed.

The following describes the manner of changing the position of the topside as an example, using the adjustment point of the power boat as a hinge and the adjustment point of the topside as a fixed column. It will be appreciated by those skilled in the art that other examples of adjustment and set points, such as those described above, may also be implemented in a similar manner.

According to one embodiment of the invention, a first hinge, a second hinge and a third hinge are arranged on one side of the power boat, which is close to the water work platform, wherein the first hinge is positioned in the direction of the bow of the power boat and is positioned outside the width of the water work platform; the second hinge is positioned in the middle of the power boat and within the width of the overwater operation platform; the third hinge is positioned in the stern direction of the power boat and is positioned outside the width of the waterborne operation platform. The first hinge, the second hinge and the third hinge are respectively connected to a first fixed column, a second fixed column and a third fixed column on one side, close to the power boat, of the operation platform.

Similarly, a fourth hinge, a fifth hinge and a sixth hinge are arranged on one side of the other power boat, which is close to the water platform, wherein the fourth hinge is positioned in the direction of the bow of the power boat and is positioned outside the width of the water platform; the fifth hinge is positioned in the middle of the power boat and within the width of the overwater operation platform; the sixth hinge is positioned in the stern direction of the power boat and is positioned outside the width of the water operation platform. The fourth hinge, the fifth hinge and the sixth hinge are respectively connected to a fourth fixed column, a fifth fixed column and a sixth fixed column on one side, close to the power boat, of the operation platform.

Therefore, when the first hinge and the fourth hinge are tightened and other hinges are loosened, the first hinge and the fourth hinge rotate in the same direction to adjust the working platform to move forwards; when the third hinge and the sixth hinge are tightened and other hinges are loosened, the third hinge and the sixth hinge rotate in the same direction to adjust the operation platform to move backwards; when the second hinge and the fourth hinge are tightened and other hinges are loosened, the second hinge and the fourth hinge rotate reversely to adjust the working platform to move leftwards or rightwards; when the first hinge and the sixth hinge are tightened and other hinges are loosened, the first hinge and the sixth hinge rotate in opposite directions to adjust the working platform to rotate clockwise; and when the third hinge and the fourth hinge are tightened and other hinges are loosened, the third hinge and the fourth hinge rotate reversely to adjust the working platform to rotate anticlockwise. Therefore, any position of the overwater operation platform can be adjusted through the six hinges on the two power boats, and therefore the position of the overwater operation platform can be accurately adjusted. Step 1540 further includes securing the topside work platform after adjusting the position of the topside work platform, according to one embodiment of the present invention.

According to one embodiment of the invention, the position of the offshore platform is adjusted with reference to the already deployed first set of piles without having to determine the position of the offshore platform again using a measuring device such as a total station. Further, considering many factors of construction speed and precision, every 5-10 rows, for example, needs to be accurately positioned again by using a measuring device such as a total station, so that directional errors caused by manual work are eliminated, and construction speed is guaranteed.

At step 1550, a second set of piles is deployed on the topside platform. Similar to step 1510, the deployment of the second set of stakes is completed. The second set of piles comprises one or more rows of piles.

In step 1560, the

above steps

1520 and 1550 are repeated to quickly lay a plurality of rows of piles.

FIG. 16 is a flow diagram of a method of laying a plurality of piles according to another embodiment of the present invention. The construction method 1600 of the present invention is further described below in conjunction with fig. 13 and 16. At step 1610, an initial position of the marine work platform is located using a measuring device, such as a total station. Next, in step 1620, the positions of the two power boats are adjusted according to the initial position of the above-water platform determined in step 1610, and the two power boats are driven to the desired positions and fixed by lowering the positioning anchors or piles by the hoisting device.

At step 1630, the position of the work platform is accurately adjusted to the desired pile driving position using the lifting devices (1302, 1322) on the two power vessels or the lifting devices and/or adjustment points (1303-.

Next, at step 1640, one or more pile drivers drive piles into the water at positions defined by the spacers on each segment of the work platform to fix the position of the work platform. Referring to fig. 13, 6 spuds 1341-1346 are deployed underwater in this step to lock the position of the platform.

At step 1650, one or more pile drivers deploy the desired individual piles into the water on the work platform. At the same time, since the work platform is already fixed, the power boat can now be relocated and then moved to the next installation position and fixed again. In an optional step, if the storm is large, the piles can be left at a few heights exceeding the height of the working platform. The operator can assist the positioning according to the piles, so that the position deviation caused by large wind and waves is avoided.

At step 1660, after the piles at all positions are deployed, one or more pile drivers are used to lift the spud at the position defined by the spud support to release the work platform; and then the power boat drags the operation platform to the next rough piling position again by utilizing the hoisting equipment on the power boat, so as to realize the rough adjustment of the position of the operation platform. If part of the piles in heavy storms are not driven into the water, the part of the piles are driven into the water before the fixing of the working platform is released, and the laying is finished.

At step 1670, the position of the work platform is accurately adjusted to the desired next pile driving position using the lifting devices (1302, 1322) on the two power vessels or the lifting devices and/or adjustment points (1303-.

In this step, the position of the work platform is accurately adjusted to the desired pile driving position, without the use of a measuring device such as a total station, or with only a small amount of measuring equipment, using the position of one or more rows of piles 1350 and/or 1360 that have been deployed in step 1670, according to an embodiment of the invention. This may further increase the speed of pile driving. According to one embodiment of the invention, the position of the construction platform is accurately positioned once more every 5-10 rows by using measuring equipment such as a total station in consideration of many factors of construction speed and precision, directional errors caused by manual work are eliminated, and construction speed is guaranteed.

At step 1680, repeat step 1640-.

From the above description it will be seen that the work platform can deploy a whole row of piles at one location without the need for each pile to be located. This can greatly increase the efficiency of pile driving. Moreover, for the pile driver, the pile driving on the working platform is not substantially different from the ground pile driving, so that the use of special equipment is reduced, and the laying cost is greatly reduced.

The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes and modifications without departing from the scope of the present invention, and therefore, all equivalent technical solutions should fall within the scope of the present invention.

Claims

1. A construction method of an overwater photovoltaic power station comprises the following steps:

laying a plurality of stakes, wherein the plurality of stakes are arranged in rows and columns;

mounting a plurality of solar panel supports to a plurality of stakes;

mounting a solar panel to a plurality of solar panel supports;

connecting a plurality of solar panels to form a photovoltaic array;

wherein the step of laying a plurality of piles comprises: laying a first set of piles on the marine work platform, wherein the first set of piles comprises one or more rows of piles; moving the power vessel to a position for laying a second set of piles while laying the first set of piles; adjusting the marine work platform to a coarse position for deployment of a second set of piles, wherein the second set of piles comprises one or more rows of piles; finely adjusting the position of the overwater operation platform by taking the power boat as a fixed point; and laying a second group of piles on the above-water work platform;

fine adjusting the position of the marine work platform comprises adjusting the marine work platform to a position for laying the second group of piles by using a plurality of adjustment points on the power boat and one or more adjustment points of the marine work platform;

wherein the power boat comprises a first power boat which is arranged at one side of the above-water operation platform; and a second powered boat on the other side of the above-water work platform; wherein the length of the power boat is greater than the width of the overwater operation platform;

the plurality of adjusting points of the first power boat comprise a first adjusting point, a second adjusting point and a third adjusting point, wherein the first adjusting point is positioned in the direction of the bow of the first power boat and is positioned outside the width of the overwater operation platform; the second adjusting point is positioned in the middle of the first power boat and within the width of the overwater operation platform; the third adjusting point is positioned in the stern direction of the first power boat and is positioned outside the width of the overwater operation platform; the first adjusting point, the second adjusting point and the third adjusting point are respectively connected to one side of the working platform close to the first power boat;

the plurality of adjusting points of the second power boat comprise a fourth adjusting point, a fifth adjusting point and a sixth adjusting point, wherein the fourth adjusting point is positioned in the direction of the bow of the second power boat and is positioned outside the width of the overwater operation platform; the fifth adjusting point is positioned in the middle of the second power boat and within the width of the overwater operation platform; the sixth adjusting point is positioned in the stern direction of the second power boat and outside the width of the overwater operation platform; and the fourth adjusting point, the fifth adjusting point and the sixth adjusting point are respectively connected to one side of the working platform close to the second power boat.

2. A method according to claim 1, wherein the marine work platform is adapted for one or more pile drivers to lay one or more rows of piles or a portion of one or more rows of piles thereon.

3. The method of claim 1, further comprising securing the marine work platform prior to deploying the first or second set of piles.

4. The method of claim 3, wherein the first or second set of piles comprises a first pile, the method further comprising: the first pile is not fully deployed to the desired depth, wherein the first pile is above the working surface of the marine work platform.

5. The method of claim 4, further comprising deploying the first pile to a desired depth and then releasing the fixture of the above-water work platform.

6. The method of claim 1, wherein adjusting the marine work platform to a coarse position for deployment of the second set of piles comprises: and dragging the overwater operation platform to a rough position for laying the second row of piles by utilizing a hoisting device on the power ship or the overwater operation platform.

7. The method of claim 6, wherein the hoisting device is a winch or a drawworks.

8. The method of claim 1, wherein a side of the marine work platform adjacent the first powered vessel includes a first adjustment point, a second adjustment point, and a third adjustment point connected to the first adjustment point, the second adjustment point, and the third adjustment point, respectively, on the first powered vessel; one side of the overwater working platform, which is close to the second power boat, comprises a fourth adjusting point, a fifth adjusting point and a sixth adjusting point which are respectively connected to the fourth adjusting point, the fifth adjusting point and the sixth adjusting point on the second power boat.

9. The method of claim 8, wherein the adjustment or adjustment point is a fixed post, a hook, a winch, a spool, a chain block, a hand block, or an electric block.

10. The method of claim 1, wherein fine-tuning the position of the marine work platform comprises adjusting the position of the marine work platform based on the position of the first set of piles.

11. The method of claim 1, further comprising: and positioning the position of the working platform by using the measuring equipment in every other row or rows of piles.

12. The method of claim 1, further comprising: the initial position of the marine work platform is located using the measuring device and the powered vessel is moved to the position required for laying the first set of piles.

13. The method of claim 12, further comprising: and adjusting the water operation platform to the initial position of the water operation platform by using the power boat.

14. The method of claim 1, wherein the marine work platform comprises a plurality of floats; and a plurality of working surfaces on the floats for the pile driver; wherein, a plurality of bodies are spaced each other, and the distance between two adjacent bodies is greater than the width of stake.

15. A method as claimed in claim 14, wherein the working surface is adapted for a pile driver to deploy a pile thereon into the water from outside the void between adjacent floats or floats.

16. The method of claim 14, wherein a plurality of float cells are overlaid with a track.

17. A construction method of an overwater photovoltaic power station comprises the following steps:

mounting a plurality of solar panel supports to a plurality of stakes

Mounting a solar panel to a plurality of solar panel supports;

connecting a plurality of solar panels to form a photovoltaic array;

wherein the step of laying a plurality of piles comprises:

positioning an initial position of the above-water platform;

adjusting the position of the power boat according to the initial position of the water platform;

accurately adjusting the above-water operation platform to a position for laying a first group of piles by utilizing hoisting equipment, an adjusting point and an adjusting point of the operation platform on the power ship, wherein the first group of piles comprises one or more rows of piles; and

laying a first set of piles while driving the power vessel to a position for laying a second set of piles, wherein the second set of piles comprises one or more rows of piles;