Patent Description:
During the construction, equipment installation and maintenance of offshore structures, it is often necessary to carry out construction around a monopile. At present, there are usually two ways of offshore construction:.

Given the shortcomings of the prior art described above, the present disclosure aims to provide a rotating construction platform based on a monopile. A new design pattern is proposed to directly set the construction platform on the monopile, which saves construction time and costs, improves the continuity of construction operations, and ensures construction quality.

To realize the above purpose, the present disclosure provides a rotating construction platform based on a monopile, including a rotary connecting mechanism arranged on a top of the monopile and a working platform arranged on the rotary connecting mechanism. The rotary connecting mechanism includes an upper connecting tube, a lower connecting tube, and a rotary support structure located between the upper connecting tube and the lower connecting tube. The working platform is fixedly connected to the upper connecting tube, and the lower connecting tube is detachably fixed to the top of the monopile. At least one side of the working platform sticks out of a side of the monopile.

Further, the rotary connecting mechanism further includes a plurality of corbels fixedly connected to the upper connecting tube, and the working platform is fixedly connected to the plurality of corbels.

Further, a plurality of horizontal braces is fixedly arranged between the plurality of corbels and the upper connecting tube.

Further, a load-bearing system of the working platform includes a platform underframe. The platform underframe is fixedly connected with a plurality of short columns, each of the plurality of short columns is fixedly connected to one of the plurality of corbels of the rotary connecting mechanism.

Further, the platform underframe is rectangular and sticks out of one side or two sides of the monopile along a length direction. The platform underframe includes a plurality of main beams arranged along the length direction, a plurality of secondary beams arranged along a width direction, and each steel plate or grating installed on the main beam and the secondary beam. The plurality of short columns is fixedly connected with the plurality of main beams.

Further, the load-bearing system of the working platform further includes a vertical reinforcement structure fixedly connected with the platform underframe.

Further, the load-bearing system of the working platform including the platform underframe and the vertical reinforcement structure is a frame structure, a truss structure, a self-stressed arch system, or a cable-stayed structure.

Further, the rotary connecting mechanism further includes a rotary control system for controlling the rotation of the rotary support structure.

Further, a berthing and boarding structure is provided at a side of the working platform.

Further, the working platform includes a plurality of guardrails and a plurality of wheel guard sills installed on the platform underframe.

As described above, the rotating construction platform involved in the present disclosure has the following beneficial effects:.

By setting up a rotary connecting mechanism on the top of a monopile and a working platform on the rotary connecting mechanism, a new design pattern is provided to set up the rotating construction platform on the monopile, that is, to use the monopile as a structural support without additional piles. By setting up the rotary connecting mechanism with a rotation function to drive the working platform to rotate, the overall size of the working platform can be effectively reduced under the premise of achieving the same construction scope, which brings convenience to construction. The rotating construction platform of the present disclosure is stable and reliable. It can replace the original method that requires offshore construction vessels or conventional temporary platforms, reduce adverse effects such as tide level, waves and water current in marine environments, improve the continuity of construction operations, save construction time and costs, avoid vessel machinery from hitting the monopile due to waves when the construction space is small, improve construction positioning accuracy, and ensure construction quality.

The embodiments of the present disclosure will be described below through specific embodiments. Those skilled in the art can easily understand other advantages and effects of the present disclosure according to the contents disclosed by the specification.

It should be understood that the structures, proportions, sizes, and the like, which are illustrated in the drawings of the present specification, are used to clarify the contents disclosed in the specification for understanding and reading by those skilled, and are not intended to limit the implementation of the present disclosure, thus are not technically meaningful. Any modification of the structure, change of the scale, or adjustment of the size should still fall within the scope of the technical contents disclosed by the present disclosure without affecting the effects and achievable objectives of the present disclosure. In the meantime, the terms "upper", "lower", "left", "right", "intermediate" as used in this specification are also for the convenience of description, and are not intended to limit the scope of the present disclosure, and the change or adjustment of the relative relationship is considered to be within the scope of the present disclosure without substantial changes in technology.

Please refer to <FIG>. The present disclosure provides a rotating construction platform based on a monopile <NUM>, which includes a rotary connecting mechanism <NUM> set on the top of the monopile <NUM> and a working platform <NUM> set on the rotary connecting mechanism <NUM>. The rotary connecting mechanism <NUM> includes an upper connecting tube <NUM>, a lower connecting tube <NUM>, and a rotary support structure <NUM> located between the upper connecting tube <NUM> and the lower connecting tube <NUM>. The working platform <NUM> is fixedly connected to the upper connecting tube <NUM>, and the lower connecting tube <NUM> is detachably fixed to the top of the monopile <NUM>. At least one side of the working platform <NUM> sticks out of the side of the monopile <NUM>.

As the diameter of the offshore monopile <NUM> increases, the area of the pile top increases, and the bearing capacity of the monopile <NUM> is enhanced with sufficient rigidity. Some construction machinery (such as high-pressure rotary jet drilling machines and cement grouting machines) have small size, low self-weight, and construction load. Therefore, it is feasible to arrange a rotating construction platform on the pile top of a monopile <NUM>.

The rotating construction platform involved in the present disclosure adopts a new design pattern, which sets the rotating construction platform on the monopile <NUM>. That is, the monopile <NUM> is used as the structural support, and there is no need to use additional piles. By setting the rotary connecting mechanism <NUM> with a rotation function, the upper connecting tube <NUM> rotates relative to the lower connecting tube <NUM> through the rotary support structure <NUM>, thereby driving the working platform <NUM> to rotate. The working platform <NUM> can rotate according to actual construction needs. Therefore, the working platform <NUM> only needs to stick a long distance in one direction (referred to as the length direction) from the monopile <NUM>, while the size of the width is small. The working platform <NUM> can be moved to the position where construction is needed by rotating, which is flexible and can effectively reduce the overall size of the working platform <NUM> under the condition of achieving the same construction range, thus bringing convenience to construction. The rotating construction platform of the present disclosure is stable and reliable and can replace the original method of using offshore construction vessels or temporary construction platforms, reduce adverse effects such as tide level, waves and water current in marine environments, improve the continuity of construction operations, save construction time and costs, avoid vessel machinery from hitting the monopile <NUM> due to waves when the construction space is small, improve construction positioning accuracy, and ensure construction quality.

Please refer to <FIG> for further explanation of the present disclosure with several specific embodiments.

Please refer to <FIG>. In this embodiment, as a preferred design, the rotary connecting mechanism <NUM> further includes multiple corbels <NUM> fixedly connected to the upper connecting tube <NUM>, where the working platform <NUM> is fixedly connected to the corbels <NUM>. Multiple corbels <NUM> are provided and reasonably distributed inside and outside the upper connecting tube <NUM>. Multiple horizontal braces <NUM> are also fixedly connected between the corbels <NUM> and the upper connecting tube <NUM> to further stabilize and support. The corbels <NUM> facilitate the installation between the rotary connecting mechanism <NUM> and the working platform <NUM> and increase the support to the working platform <NUM>. Preferably, a flange is provided on the corbels <NUM>, and the working platform <NUM> is connected to the flanges on the corbels <NUM> by bolts.

In this embodiment, referring to <FIG>, and <FIG>, the rotary support structure <NUM> generally includes two steel seat rings that can rotate relative to each other. The rotary support structure <NUM> can simultaneously withstand axial force, radial force, and overturning moment. The form of the rotary support structure <NUM> can be single-row four-point contact ball type, single-row cross roller type, double-row or double-column ball type, three-row roller type, ball-column combination type, etc. As a preferred design, the rotary connecting mechanism <NUM> further includes a rotary control system that controls the rotation of the rotary support structure <NUM>. The working platform <NUM> can be efficiently and accurately rotated and positioned to different construction angles and temporarily fixed through the rotary control system.

In this embodiment, as shown in <FIG>, <FIG>, and <FIG>, as a preferred design, the load-bearing system of the working platform <NUM> includes a platform underframe <NUM>. The platform underframe <NUM> is the main structure for carrying equipment <NUM> and personnel activities. The platform underframe <NUM> is fixed with multiple short columns <NUM>. The short columns <NUM> can extend downward to the bottom of the platform underframe <NUM>. The lower end of each of the short columns <NUM> is fixedly connected to the flange of one of the corbels <NUM> in the rotary connecting mechanism <NUM> through a bolt.

In this embodiment, as shown in <FIG>, and <FIG>, the platform underframe <NUM> is rectangular. In the length direction, both sides of the platform underframe <NUM> stick out a long distance of the monopile <NUM>. The width of the platform underframe <NUM> does not need to be too large, just meet the needs of equipment and technology. Therefore, the area of the platform underframe <NUM> does not need to be too large. Through the rotation of the rotary connecting mechanism <NUM>, the platform underframe <NUM> can cover a large construction area. Therefore, the platform underframe <NUM> can adopt a simplified structure as much as possible. In this embodiment, as shown in <FIG>, the platform underframe <NUM> includes multiple main beams <NUM> arranged along the length direction, multiple secondary beams <NUM> arranged along the width direction, and a steel plate or grating <NUM> installed on the main beams <NUM> and the secondary beams <NUM>. The short columns <NUM> are fixedly connected to the main beams <NUM>. The boundary beams <NUM> of the platform underframe <NUM> ensure that the overall torsional strength of the platform underframe <NUM>. In addition, according to needs, a hole <NUM> is locally provided on the platform underframe <NUM> for convenience in construction.

In this embodiment, as shown in <FIG>, <FIG>, and <FIG>, the working platform <NUM> includes one or more guardrails <NUM> and one or more wheel guard sills <NUM> set at the edge of the platform underframe <NUM> for safety protection. In addition, a berthing and boarding structure <NUM> is also provided at the side of the working platform <NUM> to facilitate personnel boarding and disembarking.

In the present disclosure, life-saving and escape facilities are also provided on the working platform <NUM>, and necessary sunshade, rainproof and windproof facilities are provided. The working platform <NUM> is also equipped with basic lightning protection facilities.

As a preferred design, as shown in <FIG>, <FIG>, and <FIG>, a plurality of track beams <NUM>, a plurality of guide rails <NUM>, a plurality of equipment holders, embedded bolts, etc. are provided on the working platform <NUM> for installation and movement of a material bin <NUM> such as an oil tank, a water tank, and a cement silo, as well as for installation and movement of equipment <NUM> such as a diesel generator, an air compressor, a mud pump, a high-pressure grouting machine, a cement mixing pile driver, a small crane, and a small drilling machine. Lifting points are also set on the working platform <NUM> for platform lifting and installation. The material bin <NUM> and equipment <NUM> can be lifted by a crane ship to the working platform <NUM> or temporarily fixed on the working platform <NUM> in advance and then hoisted together with the platform as a whole.

In the present disclosure, the lower connecting tube <NUM> of the rotary connecting mechanism <NUM> is fixedly connected to the monopile by bolts, such that the rotating construction platform can be flexibly removed from the monopile <NUM> and can be reused without affecting the subsequent use of the monopile <NUM>.

In this embodiment, as shown in <FIG>, the load-bearing system of the working platform <NUM> further includes a vertical reinforcement structure <NUM>. The vertical reinforcement structure <NUM> includes columns <NUM> and beams <NUM>. Specifically, the number of columns <NUM> is determined according to actual needs. The lower ends of the columns <NUM> are fixed on the platform underframe <NUM>, and beams <NUM> are horizontally fixed on the columns <NUM>. The columns <NUM> and the beams <NUM> together with the platform underframe <NUM> form a frame structure to ensure the strength and rigidity of the entire working platform <NUM>, improve the bearing capacity, and reduce the deformation of the working platform <NUM> due to loads.

As shown in <FIG>, this embodiment is an improvement based on embodiment <NUM>. In this embodiment, the vertical reinforcement structure <NUM> of the working platform <NUM> includes columns <NUM>, bracing system <NUM> and beams <NUM>. Adjacent two columns <NUM> (also known as each span) are fixedly connected by bracing system <NUM> to improve the stress state of joints of beams and columns. Columns <NUM>, bracing system <NUM> and beams <NUM> together with the platform underframe <NUM> form a braced frame structure to further increase the overall strength and rigidity of the working platform <NUM>.

As shown in <FIG>, in this embodiment, the vertical reinforcement structure <NUM> of the load-bearing system of the working platform <NUM> includes tie rods <NUM> and an arch <NUM>. Specifically, two ends of the arch <NUM> are fixedly connected to the platform underframe <NUM>, and the tie rods <NUM> are fixedly connected between the arch <NUM> and the platform underframe <NUM>. The tie rods <NUM> are arranged along the length direction of platform underframe <NUM>. The tie rods <NUM> and the arch <NUM> together with the platform underframe <NUM> form a self-stressed arch system to ensure the strength and rigidity of the entire working platform <NUM>. By adopting this self-stressed arch-type bearing system, the bearing capacity of the working platform <NUM> can be improved and its deformation due to loads can be reduced.

As shown in <FIG>, in this embodiment, the vertical reinforcement structure <NUM> of the load-bearing system of the working platform <NUM> includes a cable tower <NUM> and cables <NUM>. Specifically, the cable tower <NUM> is fixed on the platform underframe <NUM> and located near the middle of platform underframe <NUM>. Cables <NUM> are multiple and their upper ends are fixedly connected to the top of the cable tower <NUM> while their lower ends are fixedly connected to different positions of the platform underframe <NUM>. The cable tower <NUM> and the cables <NUM> together with the platform underframe <NUM> form a cable-stayed structure to ensure the strength and rigidity of the entire working platform <NUM>. By adopting this cable-stayed structure type bearing system, the bearing capacity of the working platform <NUM> can be improved and its deformation due to loads can be reduced.

As shown in <FIG>, in this embodiment, the vertical reinforcement structure <NUM> of the load-bearing system of the working platform <NUM> includes web members <NUM> and upper chord members <NUM>. Specifically, multiple web members <NUM> are set according to actual needs, including vertical setting and inclined setting. The lower ends of the web members <NUM> are fixed on the platform underframe <NUM> while the upper chord members <NUM> are horizontally fixed on the web members <NUM>. The web members <NUM> and the upper chord members <NUM> together with the platform underframe <NUM> form a truss structure to ensure the strength and rigidity of the entire working platform <NUM>. The bearing capacity of the working platform <NUM> can be improved and its deformation due to loads can be reduced.

Refer to <FIG>. This embodiment is basically similar to Embodiment <NUM>, but different in that the platform underframe <NUM> of the working platform <NUM> sticks out of one side along the length direction of the monopile <NUM> for a long distance, and only slightly sticks out of the other side of the monopile <NUM>, that is, the working platform <NUM> sticks out of one side only. This embodiment can be used in cases where the platform area does not need to be very large, reducing the structure of the working platform <NUM> and reducing the weight of the platform itself. However, higher technical requirements for the layout of the equipment <NUM> and the material bin <NUM> for construction are needed.

The rotating construction platform of the present disclosure uses the top of the monopile <NUM> as a supporting foundation. With the increase of the diameter of the offshore monopile, the area of the pile top increases, which has sufficient rigidity and enhances the bearing capacity of the monopile. It can support a rotating platform stably and reliably. Through this rotating construction platform, construction around the monopile <NUM> can be effectively completed, such as pile foundation reinforcement (such as replacement method, high-pressure rotary spraying method, cement mixing method). It can replace the original method that requires offshore construction vessels or conventional temporary multi-pile platforms, reduce adverse effects such as tide level, waves and water current in marine environments, improve the continuity of construction operations, save construction time and costs, avoid vessel machinery from hitting the monopile <NUM> due to waves when the construction space is small, improve construction positioning accuracy and ensure construction quality. The rotating construction platform reduces the size of the platform under the premise of achieving the same construction scope, which brings convenience to construction and has practical engineering significance.

The rotating construction platform of the present disclosure can also be used for construction of anti-scouring facilities around the pile (sand quilt placement, stone throwing around the pile, artificial block throwing around the pile, solidified soil anti-scouring layer), installation of auxiliary facilities, anti-corrosion coating repair and other constructions. It can also be used as a temporary surveying, observation, and testing platform. In addition to being applied to offshore monopiles, based on the same or similar principles, it can also be applied to monopiles in water bodies such as lakes and rivers.

In summary, the present disclosure effectively overcomes various disadvantages of the traditional technology and has high industrial application values.

Claim 1:
A rotating construction platform based on a monopile, comprising a rotary connecting mechanism (<NUM>) arranged on a top of the monopile (<NUM>) and a working platform (<NUM>) arranged on the rotary connecting mechanism (<NUM>), wherein the rotary connecting mechanism (<NUM>) comprises an upper connecting tube (<NUM>), a lower connecting tube (<NUM>), and a rotary support structure (<NUM>) located between the upper connecting tube (<NUM>) and the lower connecting tube (<NUM>), wherein the working platform (<NUM>) is fixedly connected to the upper connecting tube (<NUM>), and the lower connecting tube (<NUM>) is detachably fixed to the top of the monopile (<NUM>), wherein at least one side of the working platform (<NUM>) sticks out of a side of the monopile (<NUM>).