Suction cylinder jacket mounting method and device
By presetting lifting points at both ends of the main body of the conduit frame of the three-pile suction cylinder conduit frame fan foundation and controlling the lifting speed, the flip and vertical splicing of the main body of the conduit frame are solved, and the problems of large investment in equipment, difficulty in splicing and high-altitude operations in traditional construction processes are improved, and construction efficiency and accuracy are improved.
Patent Information
- Application Number
- CN202411708694.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2020-08-28
- Publication Date
- 2025-03-11
- Estimated Expiration
- 2040-08-28
AI Technical Summary
The construction process and equipment of the traditional three-pile suction cylinder conduit frame fan foundation are large, the splicing process is difficult, and there are many high-altitude operations, resulting in high construction costs and low efficiency.
A suction cylinder conduit frame installation method is adopted. By presetting lifting points at both ends of the lying conduit frame main body and controlling the lifting at different speeds, the flip and vertical splicing of the conduit frame main body are realized, which simplifies the installation of the suction cylinder main body and the conduit frame main body.
It reduces equipment investment and construction costs, improves construction accuracy and efficiency, and reduces the risks and complexity of high-altitude operations.
Smart Images

Figure CN119593429A_ABST
Abstract
Description
[0001] This case is a divisional application based on the invention patent with application date of August 28, 2020, application number CN202010885603.X, and name “A method and device for installing an offshore wind power suction tube jacket” as the parent case. Technical Field
[0002] The present invention relates to the technical field of offshore engineering facilities, and in particular to a method and device for installing a suction tube jacket. Background Art
[0003] Offshore wind turbine foundations vary depending on the water depth, using various types of foundations, including monopiles, skirt piles, gravity-type, jacket, and floating. As my country's offshore wind power development expands from shallow waters to deep waters, three-pile suction-tube jacket foundations are becoming widely adopted due to their adaptability to water depths of 20m to 50m, short offshore construction periods, and minimal impact on offshore operating windows. These foundations consist of an upper jacket and three lower suction piles. The jacket structure stands 92m to 98m tall and weighs 2,300t to 2,600t.
[0004] Currently, there are two common traditional methods for constructing three-pile suction tube jacket wind turbine foundations: First, the upper jacket is constructed horizontally, then turned over and joined to the suction tube using a crane. This requires an ultra-large gantry crane (with a lifting capacity greater than 3,000 tons and a lifting height greater than 120 meters). Second, the upper jacket is constructed horizontally in stages, requiring cranes (with a lifting capacity greater than 1,000 tons and a lifting height greater than 120 meters), followed by staged vertical joining. The disadvantage of method one is that the horizontal construction and overall turning require ultra-large cranes, resulting in significant equipment investment for the construction unit. The disadvantage of method two is that the staged vertical joining is difficult and requires high docking precision. Furthermore, the staged vertical joining involves numerous high-altitude operations, resulting in high safety risks and low efficiency. It can be seen that the use of these two construction processes either requires large equipment investment or the splicing process is difficult and involves many high-altitude operations, which is not conducive to reducing the construction cost of the three-pile suction tube jacket wind turbine foundation and improving the construction efficiency. Summary of the Invention
[0005] The technical problem to be solved by the present invention is to provide an offshore wind power suction tube jacket installation method and device, which solves the problems of traditional three-pile suction tube jacket construction process and large equipment investment, difficult splicing process and many high-altitude operations.
[0006] In order to solve the above technical problems, the technical solution adopted by the present invention is: a method for installing a suction tube jacket, which specifically includes the following steps:
[0007] S1. Preset a first hanging point at one end of the lying jacket body in the horizontal direction, and preset a second hanging point at the other end of the lying jacket body in the horizontal direction, and set the line connecting the first hanging point and the second hanging point as the initial line;
[0008] S2, vertically hoisting the first hanging point upward at a first hoisting speed, and vertically hoisting the second hanging point upward at a second hoisting speed, while adjusting the horizontal distance between the first hanging point and the second hanging point to gradually decrease until the line connecting the first hanging point and the second hanging point rotates 90 degrees relative to the initial line;
[0009] S3. After synchronously lifting the first lifting point and the second lifting point vertically upward to a preset installation height at a third lifting speed, the suction cylinder body is installed vertically below the jacket body.
[0010] The present invention also provides a suction tube jacket installation device for connecting a suction tube body and a jacket body, comprising a first lifting tower and a second lifting tower;
[0011] The first lifting tower is used to hoist one end of the jacket body, and the second lifting tower is used to hoist the other end of the jacket body. The lifting height of the first lifting tower is greater than the lifting height of the second lifting tower. The difference in lifting height between the first lifting tower and the second lifting tower is greater than or equal to the vertical height of one jacket body. The lifting height of the second lifting tower is greater than the vertical height of one suction cylinder body. The horizontal spacing between the first lifting tower and the second lifting tower is adjustable.
[0012] The beneficial effects of the present invention are as follows: the present invention provides an offshore wind power suction tube jacket installation method and device, wherein lifting points are respectively set at the opposite ends of the lying jacket body, and the jacket body is flipped into an upright state by controlling the lifting speed of each lifting point, thereby facilitating the installation of the suction tube body and the jacket body. After the two are installed, they can be directly transported vertically, solving the problems of the traditional three-pile suction tube jacket construction process and large equipment investment, difficult splicing process and many high-altitude operations. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 This is a structural schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0014] Figure 2 This is another structural schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0015] Figure 3 A partial schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0016] Figure 4Another partial schematic diagram of the offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0017] Figure 5 This is another structural schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0018] Figure 6 A top view of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0019] Figure 7 This is another structural schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0020] Figure 8 This is another structural schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0021] Figure 9 This is another structural schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0022] Figure 10 This is another structural schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0023] Figure 11 This is another structural schematic diagram of an offshore wind power suction tube jacket installation device according to an embodiment of the present invention;
[0024] Description of labels:
[0025] 1. Suction cylinder body;
[0026] 2. Jacket body;
[0027] 3. First lifting tower;
[0028] 4. Second lifting tower;
[0029] 5. First lifting assembly;
[0030] 6. Second lifting assembly;
[0031] 7. Concrete base;
[0032] 8. Tower body;
[0033] 9. Bottom section;
[0034] 10. Standard section;
[0035] 11. Top section;
[0036] 12. Beam;
[0037] 13. Winch;
[0038] 14. Pulley block;
[0039] 15. Balance cable;
[0040] 16. Tie rod assembly;
[0041] 17. Balance beam;
[0042] 18. Traveling trolley;
[0043] 19. Axis vehicle. DETAILED DESCRIPTION
[0044] To illustrate the technical content, achieved objectives and effects of the present invention in detail, the following description is given in conjunction with the embodiments and accompanying drawings.
[0045] Please refer to Figures 1 to 11 A method for installing an offshore wind power suction tube jacket comprises the following steps:
[0046] S1. Preset a first hanging point at one end of the lying jacket body in the horizontal direction, and preset a second hanging point at the other end of the lying jacket body in the horizontal direction, and set the line connecting the first hanging point and the second hanging point as the initial line;
[0047] S2, vertically hoisting the first hanging point upward at a first hoisting speed, and vertically hoisting the second hanging point upward at a second hoisting speed, while adjusting the horizontal distance between the first hanging point and the second hanging point to gradually decrease until the line connecting the first hanging point and the second hanging point rotates 90 degrees relative to the initial line;
[0048] S3. After synchronously lifting the first lifting point and the second lifting point vertically upward to a preset installation height at a third lifting speed, the suction cylinder body is installed vertically below the jacket body.
[0049] As can be seen from the above description, the beneficial effects of the present invention are as follows: first, two lifting points are set at each end of the lying jacket body, and then the two lifting points are lifted vertically at different speeds, so that the lying jacket body is lifted and flipped at the same speed until the flip angle reaches 90°. Finally, the two lifting points are lifted upward at the same speed, and finally, the suction cylinder body is installed vertically below the jacket body. The present invention adopts a method of horizontally constructing the upper jacket and then turning it over, lifting, and splicing it as a whole, achieving horizontal construction of the upper jacket, improving construction accuracy and efficiency, and reducing the risks of high-altitude operations during the turning, lifting, and splicing process.
[0050] An offshore wind power suction tube jacket installation device is used to connect a suction tube body and a jacket body, comprising a first lifting tower and a second lifting tower;
[0051] The first lifting tower is used to hoist one end of the jacket body, and the second lifting tower is used to hoist the other end of the jacket body. The lifting height of the first lifting tower is greater than the lifting height of the second lifting tower. The difference in lifting height between the first lifting tower and the second lifting tower is greater than or equal to the vertical height of one jacket body. The lifting height of the second lifting tower is greater than the vertical height of one suction cylinder body. The horizontal spacing between the first lifting tower and the second lifting tower is adjustable.
[0052] From the above description, it can be seen that the beneficial effects of the present invention are: when in use, the first lifting tower and the second lifting tower are respectively arranged on both sides of the conductor frame body, and the lifting height difference between the first lifting tower and the second lifting tower is at least the vertical height of a conductor frame body, thereby ensuring the smooth flipping of the conductor frame body, and the first lifting tower and the second lifting tower gradually approach each other while lifting the conductor frame body, and the lifting height of the second lifting tower is at least the vertical height of a suction cylinder body, thereby facilitating the installation of the suction cylinder body from the bottom of the conductor frame body, reducing the amount of high-altitude work, and the advantage of using a tower structure is low investment cost. The initial investment of the entire device is about 25 million, which is far lower than the initial investment of nearly 200 million of super-large gantry crane equipment; there is no need to tension cable wind ropes, and the impact on the site is minimized; the foundation treatment is simple, the overall stability is good, and the economic benefits are high; it meets the requirements of horizontal construction of the upper conductor frame and overall overturning, lifting and splicing, and can realize horizontal construction of the upper conductor frame, improves construction accuracy and construction efficiency, and reduces the risk of high-altitude work.
[0053] Furthermore, the first lifting tower is provided with a first lifting assembly connected to one end of the jacket body, and the second lifting tower is provided with a second lifting assembly connected to the other end of the jacket body.
[0054] As can be seen from the above description, both the first lifting tower and the second lifting tower are provided with lifting assemblies, and the jacket body is lifted by using the lifting assemblies, which is easy to control and has low cost.
[0055] Furthermore, there are two first lifting assemblies, and the horizontal heights of the two first lifting assemblies are equal; there is one second lifting assembly, and the distance between each first lifting assembly and the second lifting assembly is equal.
[0056] As can be seen from the above description, this design enables the three lifting components to form an isosceles triangle, ensuring the stability and accuracy of the lifting operation.
[0057] Furthermore, the first lifting tower and the second lifting tower both include a concrete base and a tower body, the concrete base is set on the ground, the tower body is installed on the concrete base, the first lifting assembly is set on the tower body of the first lifting tower, and the second lifting assembly is set on the tower body of the second lifting tower.
[0058] From the above description, it can be seen that the concrete base is set on the ground to play a supporting and fixing role, and the tower body is set on top of the concrete base, which has a stable structure and is easy to install.
[0059] Furthermore, the tower bodies of the first lifting tower and the second lifting tower both include a bottom section, a standard section, a top section and a beam. The bottom section is installed on a concrete base, and two or more groups of the standard sections are spliced in sequence. One end of the two or more groups of spliced standard sections is connected to the bottom section, and the top section is connected to the other end of the two or more groups of spliced standard sections. The beam is arranged on the top section, the first lifting component is arranged on the beam of the first lifting tower, and the second lifting component is arranged on the beam of the second lifting tower.
[0060] From the above description, it can be seen that the tower body includes a bottom section, a standard section, a top section and a beam. The bottom section, standard section and top section can be selected independently according to the construction height requirements. After splicing and installation, the beam is installed on the top section. The beam is used to install lifting components to ensure the stability of the lifting structure.
[0061] Furthermore, the first lifting assembly and the second lifting assembly both include a winch and a pulley group, and the winch and the pulley group are connected to each other. The winch of the first lifting assembly is installed on the concrete base of the first lifting tower, and the pulley group of the first lifting assembly is installed on the beam of the first lifting tower. The winch of the second lifting assembly is installed on the concrete base of the second lifting tower, and the pulley group of the second lifting assembly is installed on the beam of the second lifting tower.
[0062] As can be seen from the above description, the lifting assembly includes a winch and a pulley group. The winch is used to reel in and out the lifting rope, and the pulley group is used to pull and guide to ensure lifting efficiency and accuracy.
[0063] Furthermore, the tower body of the first lifting tower and the tower body of the second lifting tower both include a balancing cable, a tie rod group and a balancing beam, one end of the balancing cable is connected to the concrete base, the tie rod group is arranged on the beam, the other end of the balancing cable is connected to one end of the tie rod group, and the other end of the tie rod group is used to fix the first lifting assembly or the second lifting assembly, and the first lifting assembly and the second lifting assembly are both connected to the conductor frame body through the balancing beam.
[0064] As can be seen from the above description, the tower body also includes a balance cable, a tie rod group and a balance beam, and the combination of the three enhances the stability of the jacket main body lifting structure.
[0065] Furthermore, the second lifting tower further includes a traveling trolley, and the tower body of the second lifting tower is arranged on the traveling trolley.
[0066] As can be seen from the above description, the traveling trolley is used to move the second lifting tower, thereby adjusting the distance between the two lifting towers according to the hoisting state.
[0067] Furthermore, the offshore wind power suction tube jacket installation device also includes an axis vehicle, and the axis vehicle is provided with a tooling seat for installing the suction tube body.
[0068] From the above description, it can be seen that the axle vehicle installs the suction cylinder body through the tooling seat. After the catheter frame body is hoisted to the designated position, the axle vehicle sends the suction cylinder body to the installation area below the catheter frame body for welding and assembly. After installation, the axle vehicle is driven to send the assembled whole out of the installation area.
[0069] A first embodiment of the present invention is a method for installing an offshore wind power suction tube jacket, which specifically includes the following steps:
[0070] Please refer to Figures 1 to 6 S1. Preset a first hanging point at one end of the lying jacket frame body 2 in the horizontal direction, and preset a second hanging point at the other end of the lying jacket frame body 2 in the horizontal direction, and set the line connecting the first hanging point and the second hanging point as the initial line;
[0071] Please refer to Figure 7 、 8 S2, vertically hoisting the first hanging point upward at a first hoisting speed, and vertically hoisting the second hanging point upward at a second hoisting speed, while adjusting the horizontal distance between the first hanging point and the second hanging point to gradually decrease until the line connecting the first hanging point and the second hanging point rotates 90° relative to the initial line;
[0072] Please refer to Figures 9 to 11 S3, after synchronously lifting the first lifting point and the second lifting point vertically upward to a preset installation height at a third lifting speed, the suction cylinder body 1 is installed vertically below the jacket body 2.
[0073] Please refer to Figures 1 to 11 , Embodiment 2 of the present invention is: an offshore wind power suction tube jacket installation device, used to connect a suction tube body 1 and a jacket frame body 2, including a first lifting tower 3 and a second lifting tower 4;
[0074] The first lifting tower 3 is used to hoist one end of the jacket body 2, and the second lifting tower 4 is used to hoist the other end of the jacket body 2. The lifting height of the first lifting tower 3 is greater than the lifting height of the second lifting tower 4. The difference in lifting height between the first lifting tower 3 and the second lifting tower 4 is greater than or equal to the vertical height of one jacket body 2. The lifting height of the second lifting tower 4 is greater than the vertical height of one suction cylinder body 1. The horizontal spacing between the first lifting tower 3 and the second lifting tower 4 is adjustable.
[0075] Please refer to Figures 1 to 11The difference between Example 3 and Example 2 of the present invention is that the first lifting tower 3 is provided with a first lifting assembly 5, which is connected to one end of the jacket body 2, and the second lifting tower 4 is provided with a second lifting assembly 6, which is connected to the other end of the jacket body 2. There are two first lifting assemblies 5, and the two first lifting assemblies 5 are of equal height. There is one second lifting assembly 6, and the spacing between each first lifting assembly 5 and the second lifting assembly 6 is equal. The first lifting tower 3 is a 3200t frame-type lifting system (main hoist), that is, a double-lifting point frame lifting gantry, including one 2.4-meter lifting tower and one 4.2-meter lifting tower spliced together. The second lifting tower 4 is a 3200t frame-type lifting system (tail hoist), that is, a single-lifting point frame tail hoist gantry, including two 2.4-meter lifting towers spliced together. The first lifting tower 3 and the second lifting tower 4 both include a concrete base 7 and a tower body 8, the concrete base 7 is set on the ground, the tower body 8 is installed on the concrete base 7, the first lifting assembly 5 is set on the tower body 8 of the first lifting tower 3, and the second lifting assembly 6 is set on the tower body 8 of the second lifting tower 4. The tower body 8 of the first lifting tower 3 and the tower body 8 of the second lifting tower 4 both include a bottom section 9, a standard section 10, a top section 11 and a beam 12, the bottom section 9 is installed on the concrete base 7, two or more groups of the standard sections 10 are spliced in sequence, one end of the two or more groups of the spliced standard sections 10 is connected to the bottom section 9, the top section 11 is connected to the other end of the two or more groups of the spliced standard sections 10, the beam 12 is set on the top section 11, the first lifting assembly 5 is set on the beam 12 of the first lifting tower 3, and the second lifting assembly 6 is set on the beam 12 of the second lifting tower 4. The first lifting tower 3 has 15 standard sections (10), with the top of the beam 12 at a height of 101.26m above the ground. The second lifting tower 4 has 5 standard sections (10), with the top of the beam 12 at a height of 36.18m above the ground. The first lifting tower 3 has a base section of 94.5m, a standard section of 106m, a top section of 114.13m, and a beam 12 height of 2.63m, meeting the hoisting requirements for the largest suction tube jacket (h = 94.8m). The second lifting tower 4 has a base section of 93m, with 4 standard sections (106m x 3m + 1 section), a top section of 112.1m, and a beam 12 height of 2.63m, also meeting the hoisting requirements.The first hoisting assembly 5 and the second hoisting assembly 6 both include a winch 13 and a pulley block 14, which are interconnected. The winch 13 of the first hoisting assembly 5 is mounted on the concrete base 7 of the first hoisting tower 3, and the pulley block 14 of the first hoisting assembly 5 is mounted on the beam 12 of the first hoisting tower 3. The winch 13 of the second hoisting assembly 6 is mounted on the concrete base 7 of the second hoisting tower 4, and the pulley block 14 of the second hoisting assembly 6 is mounted on the beam 12 of the second hoisting tower 4. The first hoisting assembly 5 is equipped with two sets of 800t hoisting pulley blocks 14, with a hoisting capacity of 1600t; the second hoisting assembly 6 is equipped with two sets of 500t hoisting pulley blocks 14, with a hoisting capacity of 1000t. The hoisting pulley blocks 14 of the first hoisting tower 3 and the second hoisting tower 4 are both 2m high. The pulley blocks 14 are equipped with traction wire ropes. The total number of ropes in a single set of 800t pulleys 14 is 36, and the number of wheels is 36, for a total of 2 sets. The maximum load of a single set of pulleys is 1141 / 2×1.2 (uneven coefficient) = 684.6 tons. The tower body 8 of the first lifting tower 3 and the tower body 8 of the second lifting tower 4 both include a balancing cable 15, a tie rod group 16 and a balancing beam 17. One end of the balancing cable 15 is connected to the concrete base 7, and the tie rod group 16 is arranged on the beam 12. The other end of the balancing cable 15 is connected to one end of the tie rod group 16, and the other end of the tie rod group 16 is used to fix the first lifting assembly 5 or the second lifting assembly 6. The first lifting assembly 5 and the second lifting assembly 6 are both connected to the jacket body 2 through the balancing beam 17. The second lifting tower 4 also includes a traveling trolley 18, and the tower body 8 of the second lifting tower 4 is arranged on the traveling trolley 18. The height of the traveling trolley 18 is 1.45m. The traveling trolley 18 is equipped with 4 sets and 2 tracks. The offshore wind power suction tube jacket installation device also includes an axis car 19, and the axis car 19 is provided with a tooling seat for installing the suction tube body 1. The axis car 19 is an SPMT axis car 19. The pulley groups 14 on the first lifting tower 3 and the second lifting tower 4 both include fixed pulleys and movable pulleys. The fixed pulleys are installed on the beam 12 and are connected to the movable pulleys through lifting ropes. The fixed pulley specifications of the first lifting tower 3 are H800×18D, and the movable pulley specifications are H500×18D, which meet the needs of this project. The total lifting capacity of the two sets of lifting points is 1600t, which meets the needs of this project. Considering the maximum lifting weight of 1141t, the lifting capacity utilization factor is 71%, ensuring the safety of the lifting. The fixed pulley specifications of the second lifting tower 4 are H500×13D, and the movable pulley specifications are H500×13D. The total lifting capacity of the two sets of lifting points is 1,000t, which meets the needs of this project. Considering the maximum lifting weight of 581t, the lifting capacity utilization factor is 58%, ensuring the safety of the lifting.The tie rod assembly 16 includes a front tie rod, a column and a rear tie rod. The front tie rod and the rear tie rod are arranged in a triangle, and the column is connected to the vertex of the triangle, thereby improving the stability of the hoisting structure.
[0076] The working principle of this embodiment is as follows:
[0077] Please refer to Figures 1 to 6 First, use the SPMT axis vehicle 19 to transport the jacket frame body 2 to the designated location, preset the first lifting point and the second lifting point on the jacket frame body 2, install the lifting rigging, and use the first lifting assembly 5 and the first lifting assembly 5 to lift the jacket frame as a whole. The SPMT axis vehicle 19 is withdrawn; please refer to Figure 7 、 8 , and then the jacket body 2 is hoisted to an upright state with the cooperation of the first hoisting assembly 5 and the first hoisting assembly 5. During the hoisting process, the second hoisting tower 4 is delivered through the walking trolley 18 at the bottom, and the rigging of the two hoisting systems is always kept vertical; please refer to Figures 9 to 11 Then, the jacket body 2 is hoisted to the elevation through the cooperation of two sets of frame-type lifting systems, and the three suction tube bodies 1 at the lower part of the jacket body 2 are transported to the vertical bottom of the jacket body 2 by the SPMT axis vehicle 19, and aligned and welded with the jacket body 2; after installation, the suction tube jacket is loaded onto the vehicle as a whole by the SPMT axis vehicle 19, and the second lifting tower 4 is returned to the initial area. The suction tube jacket is driven out of the lifting area as a whole, loaded onto the ship, and shipped, in preparation for the turning over and assembly of the next jacket body 2.
[0078] In summary, the present invention provides a method for installing an offshore wind turbine suction tube jacket. First, two lifting points are set at each end of a lying jacket body. The two lifting points are then lifted vertically at different speeds, causing the lying jacket body to be lifted and flipped simultaneously. After the flip angle reaches 90°, the two lifting points are then lifted upward at the same speed. Finally, the suction tube body is installed vertically below the jacket body. The present invention adopts a method of horizontally constructing the upper jacket and then turning it over, hoisting, and splicing it as a whole, achieving horizontal construction of the upper jacket, improving construction accuracy and efficiency. The turning over, hoisting, and splicing reduces the risks of high-altitude operations. The present invention also provides an offshore wind power suction tube jacket installation device. When in use, the first lifting tower and the second lifting tower are respectively arranged on both sides of the jacket body, and the lifting height difference between the first lifting tower and the second lifting tower is at least the vertical height of one jacket body, thereby ensuring the smooth flipping of the jacket body, and the first lifting tower and the second lifting tower gradually approach each other while lifting the jacket body, and the lifting height of the second lifting tower is at least the vertical height of one suction tube body, thereby facilitating the installation of the suction tube body from below the jacket body, reducing the amount of high-altitude work, and the advantage of using a tower structure is low investment cost. The initial investment of the entire device is about 25 million, which is far lower than the initial investment of nearly 200 million of super-large gantry crane equipment; there is no need to tension cable wind ropes, and the impact on the site is minimized; the foundation treatment is simple, the overall stability is good, and the economic benefit is high; it meets the requirements of horizontal construction of the upper jacket and overall overturning, lifting and splicing, and can realize horizontal construction of the upper jacket, improve construction accuracy and construction efficiency, and reduce the risk of high-altitude work. Both the first and second lifting towers are equipped with lifting assemblies, which are used to lift the jacket body, offering easy control and low cost. This design allows the three lifting assemblies to form an isosceles triangle, ensuring stability and precision during lifting operations. A concrete base is placed on the ground, providing support and stability. The tower body is mounted atop this concrete base, providing a stable structure and easy installation. The tower body consists of a base section, a standard section, a top section, and a beam. The base, standard, and top sections can be selected based on the required construction height. After assembly, the beam is mounted on the top section, which is used to mount the lifting assemblies to ensure the stability of the lifting structure. The lifting assembly includes a winch and a pulley assembly. The winch reels and unwinds the lifting rope, while the pulley assembly provides pulling and guiding, ensuring efficient and precise lifting. The tower body also includes a balance cable, a tie rod assembly, and a balance beam. The combined connection of these three enhances the stability of the jacket body lifting structure. A traveling trolley is used to move the second lifting tower, adjusting the distance between the two lifting towers according to the lifting status. The axis vehicle installs the suction cylinder body through the tooling seat. After the jacket body is hoisted to the designated position, the axis vehicle sends the suction cylinder body to the installation area below the jacket body for welding and assembly. After installation, the axis vehicle is driven to send the assembled whole out of the installation area.
[0079] The above descriptions are merely embodiments of the present invention and are not intended to limit the patent scope of the present invention. Any equivalent transformations made using the contents of the present invention's description and drawings, or directly or indirectly applied in related technical fields, are also included in the patent protection scope of the present invention.
Claims
1. A method for installing a suction tube pipe rack, characterized in that: The suction tube catheter frame installation device is used to connect the suction tube body and the catheter frame body, and the suction tube catheter frame installation device includes a first lifting tower and a second lifting tower; The first lifting tower is used to hoist one end of the jacket body, and the second lifting tower is used to hoist the other end of the jacket body. The lifting height of the first lifting tower is greater than the lifting height of the second lifting tower. The difference between the lifting heights of the first lifting tower and the second lifting tower is greater than or equal to the vertical height of one jacket body. The lifting height of the second lifting tower is greater than the vertical height of one suction cylinder body. The horizontal spacing between the first lifting tower and the second lifting tower is adjustable. The suction tube pipe rack installation method specifically includes the following steps: S1. Preset a first hanging point at one end of the lying jacket body in the horizontal direction, preset a second hanging point at the other end of the lying jacket body in the horizontal direction, and set a line connecting the first hanging point and the second hanging point as an initial line; S2, vertically hoisting the first hanging point upward at a first hoisting speed, vertically hoisting the second hanging point upward at a second hoisting speed, and adjusting the horizontal distance between the first hanging point and the second hanging point to gradually decrease, until the connecting line of the first hanging point and the second hanging point rotates 90° relative to the initial line; S3. After synchronously lifting the first lifting point and the second lifting point vertically upward to a preset installation height at a third lifting speed, the suction cylinder body is installed vertically below the catheter frame body.
2. A suction tube pipe frame installation device, used to connect the suction tube body and the pipe frame body, characterized in that: including a first lifting tower and a second lifting tower; The first lifting tower is used to hoist one end of the conductor frame body, and the second lifting tower is used to hoist the other end of the conductor frame body. The lifting height of the first lifting tower is greater than the lifting height of the second lifting tower. The difference in lifting height between the first lifting tower and the second lifting tower is greater than or equal to the vertical height of one conductor frame body. The lifting height of the second lifting tower is greater than the vertical height of one suction cylinder body. The horizontal spacing between the first lifting tower and the second lifting tower is adjustable.
3. The suction tube pipe rack installation device according to claim 2 is characterized in that: The first lifting tower is provided with a first lifting assembly connected to one end of the catheter frame body, and the second lifting tower is provided with a second lifting assembly connected to the other end of the catheter frame body.
4. The suction tube pipe rack installation device according to claim 3 is characterized in that: There are two first lifting assemblies, and the horizontal heights of the two first lifting assemblies are equal. There is one second lifting assembly, and the distance between each first lifting assembly and the second lifting assembly is equal.
5. The suction tube pipe rack installation device according to claim 3 is characterized in that: The first lifting tower and the second lifting tower both include a concrete base and a tower body, the concrete base is arranged on the ground, the tower body is installed on the concrete base, the first lifting assembly is arranged on the tower body of the first lifting tower, and the second lifting assembly is arranged on the tower body of the second lifting tower.
6. The suction tube pipe rack installation device according to claim 5, characterized in that: The tower bodies of the first lifting tower and the second lifting tower both include a bottom section, a standard section, a top section and a beam. The bottom section is installed on a concrete base. Two or more groups of the standard sections are spliced in sequence. One end of the two or more groups of the spliced standard sections is connected to the bottom section. The top section is connected to the other end of the two or more groups of the spliced standard sections. The beam is arranged on the top section. The first lifting assembly is arranged on the beam of the first lifting tower, and the second lifting assembly is arranged on the beam of the second lifting tower.
7. The suction tube pipe rack installation device according to claim 6, characterized in that: The first lifting assembly and the second lifting assembly both include a winch and a pulley group, and the winch and the pulley group are connected to each other. The winch of the first lifting assembly is installed on the concrete base of the first lifting tower, and the pulley group of the first lifting assembly is installed on the beam of the first lifting tower. The winch of the second lifting assembly is installed on the concrete base of the second lifting tower, and the pulley group of the second lifting assembly is installed on the beam of the second lifting tower.
8. The suction tube pipe rack installation device according to claim 6, characterized in that: The tower body of the first lifting tower and the tower body of the second lifting tower both include a balancing cable, a tie rod group and a balancing beam, one end of the balancing cable is connected to the concrete base, the tie rod group is arranged on the beam, the other end of the balancing cable is connected to one end of the tie rod group, and the other end of the tie rod group is used to fix the first lifting assembly or the second lifting assembly, and the first lifting assembly and the second lifting assembly are both connected to the conductor frame body through the balancing beam.
9. The suction tube pipe rack installation device according to claim 5, characterized in that: The second lifting tower also includes a traveling trolley, and the tower body of the second lifting tower is arranged on the traveling trolley.
10. The suction tube pipe rack installation device according to claim 5, characterized in that: The suction cylinder conduit rack installation device also includes an axis vehicle, and the axis vehicle is provided with a tooling seat for installing the suction cylinder body.
Citation Information
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