WO2019019459A1 - 一种船舶上建整体运输装置 - Google Patents

一种船舶上建整体运输装置 Download PDF

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Publication number
WO2019019459A1
WO2019019459A1 PCT/CN2017/108839 CN2017108839W WO2019019459A1 WO 2019019459 A1 WO2019019459 A1 WO 2019019459A1 CN 2017108839 W CN2017108839 W CN 2017108839W WO 2019019459 A1 WO2019019459 A1 WO 2019019459A1
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Prior art keywords
ship
longitudinal
platform
group
plate
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PCT/CN2017/108839
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English (en)
French (fr)
Inventor
孙振财
杨瀛
谭继良
李金兰
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广船国际有限公司
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Publication of WO2019019459A1 publication Critical patent/WO2019019459A1/zh

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B71/00—Designing vessels; Predicting their performance

Definitions

  • the invention relates to the technical field of ship manufacturing, in particular to an integral transport device built on a ship.
  • the superstructure of the hull needs to be pre-loaded, and the various building sections of the pre-loading work are generally hoisted by the crane for the general group. Then, the total group and the pre-loaded work must be hoisted and covered in the gantry crane. Regional development. Moreover, since the upper assembly is assembled and needs to be hoisted to the ship, this total group work needs to be carried out in the vicinity of the ship. Therefore, during the construction process, the required site area for pre-loading will be very large, which greatly occupies the hoisting coverage area of the gantry crane near the hull.
  • the object of the present invention is to provide an overall transport device built on a ship, which can solve the problem that the total group built on the existing ship can only be carried out in the vicinity of the ship and the running time of the total group is delayed.
  • An overall transportation device for a ship comprising a plurality of columns, a platform and a flatbed, wherein a plurality of the columns support the platform, the platform is used for carrying a ship; the flatbed is located at a plurality of places Between the columns, the support plate of the flatbed is selectively abutted with the platform, and can be raised and lowered in a vertical direction to drive the platform to rise and fall.
  • the support plate is raised. Until a plurality of the columns are off the ground; when the ship is built on the final assembly, the support plate is lowered until a plurality of the columns are in contact with the ground.
  • the platform is formed by splicing a beam group and a stringer group, and the beam group and the stringer group are located in the same plane.
  • the platform formed by the combination of the beam group and the stringer group can ensure the rigidity of the platform and reduce the weight of the platform.
  • the beam set comprises a plurality of parallel spaced beams;
  • the stringer set comprises two first longitudinal beams and a plurality of second longitudinal beams, wherein one of the first longitudinal beams is connected to the beam One end of the group, the other one of the first longitudinal beams is connected to the other end of the beam group;
  • each of the second longitudinal beams comprises a plurality of small longitudinal beams, and the plurality of small longitudinal beams are fixedly connected in sequence Between two adjacent beams, and a plurality of the small longitudinal beams are located on the same straight line.
  • the beam and the first longitudinal beam are continuous, thus ensuring the rigidity of the beam and the first longitudinal beam, and improving the safety factor of the entire platform.
  • the intermittent arrangement of the second longitudinal beam ensures the beam group and the longitudinal beam group. Located in the same plane.
  • the beam, the first longitudinal beam and the second longitudinal beam are both support beams; the upper wing and the lower side of the beam, the first longitudinal beam and the second longitudinal beam
  • the flaps respectively constitute an upper surface and a lower surface of the platform.
  • the support beam has excellent mechanical properties, its lateral stiffness is large, and it has higher bending resistance, which can save the manufacturing cost of the steel structure.
  • the utility model further comprises a grid plate which is laid on the vacant portion after the beam group and the stringer group are spliced, and is fixedly connected with the beam and the first longitudinal beam/second longitudinal beam.
  • Grill plate can be used The people walk on the platform.
  • the grid plate is welded to the beam and the first longitudinal beam/second longitudinal beam by a connecting piece.
  • the connecting member is an angle steel ringed on an outer circumference of the grid plate, the angle steel has a first side plate welded to the grating plate, and the ship is built on the grating plate A second side panel that is flush with one side, the second side panel extends toward a side away from the center of the grid panel and abuts on the upper surface.
  • the angle steel can overlap the grating plate on the beam and the first longitudinal beam/second longitudinal beam, which ensures the safety of the grating plate. If only the four sides of the grating plate are welded to the beam, one side When the welding fails, the entire grid plate will gradually fail, posing a safety hazard.
  • a first bracket is disposed at a junction of the beam and the second longitudinal beam and a joint of the beam and the first longitudinal beam.
  • the column is disposed at a joint of the beam and the first longitudinal beam, and a joint of the column and the first longitudinal beam is provided with a second bracket, the column and the beam A third bracket is provided at the joint.
  • the bottom plate is further disposed at a lower end of the column and fixedly connected to the column; and a fourth bracket is disposed at a connection between the bottom plate and the column.
  • the arrangement of the first toggle plate, the second toggle plate, the third toggle plate and the fourth toggle plate can increase the rigidity of the joint and ensure the continuity of the intersecting structure, reduce the stress concentration at the joint, and transmit the partial load.
  • the bottom plate has a large area relative to the column, and is disposed under the column to disperse the pressure of the integrated transport device relative to the ground to prevent the device from sinking into the ground.
  • the utility model has the beneficial effects that the overall transportation device built on the ship in the invention is that the total group and the transportation built on the ship are no longer restricted by the operation of the crane, and the ship can be built on the general group at any site, and the whole group is built on the ship.
  • the device After the main group is carried out on the platform of the body transport device, the device is transported together with the ship to the site with the gantry crane near the ship by the flatbed truck, and the upper building is hoisted to the ship through the crane. Since the off-site total group can be carried out, the device also advances the start-up time of the upper-built group, and prolongs the internal armoring and painting cycle after the total group, which is beneficial to balance labor resources.
  • FIG. 1 is a schematic structural view of an overall transport device built on a ship according to the present invention
  • FIG. 2 is a schematic structural view of the overall transport device built on the ship of the present invention (after removing the flatbed);
  • FIG 3 is a view taken along line A in Figure 2 of the present invention.
  • Figure 4 is a plan view of the platform of the present invention.
  • Figure 5 is a cross-sectional view taken along line B-B of Figure 4 after installing the grid plate in the present invention
  • Figure 6 is a bottom view of the overall transport device built on the ship of the present invention.
  • Figure 7 is a schematic view showing the transportation of the overall transport device built on two ships of the present invention.
  • the embodiment discloses an overall transport device built on a ship, comprising a plurality of columns 1 , a platform 2 and a flatbed truck 3 , wherein the plurality of columns 1 support the platform 2 , and the platform 2 is used for carrying
  • the ship is built 6; the flatbed 3 is located between the plurality of columns 1, the support plate of the flatbed 3 and the platform 2 Selectively abutting, and can be raised and lowered in the vertical direction to drive the platform 2 to rise and fall.
  • the support plate is raised until the plurality of columns 1 are off the ground, see Figure 1; 6 In the final assembly, the support plate is lowered until the plurality of columns 1 are in contact with the ground, see Figure 2.
  • the platform 2 is formed by splicing the beam group 21 and the stringer group 22, and the beam group 21 and the stringer group 22 are located in the same plane.
  • the platform formed by the combination of the beam group 21 and the stringer group 22 can ensure the rigidity of the platform and reduce the weight of the platform 2.
  • the beam group 21 includes a plurality of parallel spaced beams 211, generally not less than eight;
  • the stringer group 22 includes two first longitudinal beams 221 and a plurality of second longitudinal beams 222, one of which is connected by a first longitudinal beam 221 At one end of the beam group 21, the other first longitudinal beam 221 is connected to the other end of the beam group 21;
  • each of the second longitudinal beams 222 includes a plurality of small longitudinal beams 2221, and the plurality of small longitudinal beams 2221 are fixedly connected in sequence. Between two adjacent beams 211, and a plurality of small longitudinal beams 2221 are located on the same straight line; the number of the second longitudinal beams 222 is generally not less than three.
  • the number of the beam 211 and the second longitudinal beam 222 is selected according to the size of the built-in, the load-bearing of the platform, and the model of the flatbed 3.
  • the beam and the first longitudinal beam are both continuous, thus ensuring the rigidity of the beam 211 and the first longitudinal beam 221, improving the safety factor of the entire platform, and the second longitudinal beam 222 is intermittently arranged to ensure the beam group. It is in the same plane as the stringer group 22.
  • the two ends of the stringer group 22 are respectively connected by end seal plates, so that the platform 2 forms a closed structure.
  • the beam 211, the first longitudinal beam 221 and the second longitudinal beam 222 are both support beams 203, and may be selected as I-shaped steel.
  • the upper and lower wings of the beam 211, the first longitudinal beam 221 and the second longitudinal beam 222 respectively form the upper surface 201 and the lower surface 202 of the platform 2.
  • the support beam 203 has excellent mechanical properties, wide flange edge, large lateral rigidity, higher bending resistance, and can save the manufacturing cost of the steel structure; in the platform, the wide flange can save the subsequent grille
  • the material of the board 4 is made.
  • the overall transport device built on the ship further includes a grid plate 4 which is laid on the vacant portion after the beam group 21 and the stringer group 22 are spliced, and the beam 211 and the first stringer 221 / The second longitudinal beam 222 is fixedly connected.
  • the grid plate 4 allows the person to walk on the platform. Grill plate 4 through The connector 41 is welded to the beam 211 and the first longitudinal beam/second longitudinal beam 222.
  • the connecting member 41 includes two angle steels disposed on opposite sides of the grill plate 4, the angle steel has a first side plate welded to the grill plate 4 and a first flush with the side of the grill plate 4 supporting the built-in 6 of the ship
  • the two side panels extend toward a side away from the center of the grid panel 4 and abut against the upper surface 201. This method ensures the safety of the grid plate. If only the four sides of the grid plate 4 are welded to the beam, when the welding of one side fails, the entire grid plate 4 will gradually fail, posing a safety hazard.
  • a joint portion of the beam 211 and the second longitudinal beam 222 and a joint portion of the beam 211 and the first longitudinal beam 221 are provided with a first bracket 23.
  • the column 1 is disposed at a joint portion of the beam 211 and the first longitudinal beam 221, and a joint of the column 1 and the first longitudinal beam 221 is provided with a second bracket 11, a column 1 and a beam
  • a third bracket 12 is provided at the junction of the 211.
  • the apparatus further includes a bottom plate 5 at the lower end of the column 1 and fixedly connected to the column 1; a fourth bracket 13 is disposed at the junction of the bottom plate 5 and the column 1.
  • the arrangement of the first bracket 23, the second bracket 11, the third bracket 12 and the fourth bracket 13 can increase the rigidity at the joint and ensure the continuity of the intersecting structure, reduce the stress concentration at the joint, and transmit the portion Load.
  • the bottom plate 5 has a large area relative to the column 1, and its placement under the column 1 can disperse the pressure of the integral transport device relative to the ground to prevent the device from sinking into the ground.
  • Figure 1 shows the construction of an integrated transport device on a single ship. It is generally used for the construction of the island after the ship is built and transported. The maximum load capacity is ⁇ 300t. It is transported by the flatbed truck with a bearing capacity greater than 370t.
  • Figure 7 shows the construction of two ships. The whole transport device works together. The device is used side by side in the direction of the longitudinal beam. It is used for the construction of the former island group and transportation on the ship. At this time, the maximum load of the single device is ⁇ 250t, and two suitable flatbeds 3 are used for serial transportation.
  • a support member is disposed on the second longitudinal beam 221 and the second longitudinal beam 222.
  • the support member is vertically installed, and the other end of the support member abuts against the bottom surface of the ship. This arrangement can increase the contact between the built-in 6 of the ship and the platform 2, so that the weight of the built-in 6 of the ship is evenly distributed on the platform 2.
  • the present embodiment is also applicable to the off-site sub-group, firstly, the small-scale total group of 6 built on the ship in different places, that is, the super-segmented main group of the small-section is built on different ships and built on the whole transportation device, and reused.
  • the flatbed transports the upper sections of these small sections to the centralized area, and builds a large-scale general assembly on the entire transport unit of a ship.
  • An integrated transport device is built between a plurality of ships between the two places, and the device can be repeatedly used to assemble and transport the small segments, thereby improving the utilization rate of the overall transport device built on the ship.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Jib Cranes (AREA)
  • Ship Loading And Unloading (AREA)

Abstract

一种船舶上建整体运输装置，包括多根立柱（1）、平台（2）和平板车（3）。其中，多根立柱（1）支承平台（2），平台（2）用于承载船舶上建（6）。平板车（3）位于多根立柱（1）之间，平板车（3）的支撑平板与平台（2）抵接，且可沿竖直方向升降，以驱动平台（2）升降。当船舶上建（6）运输时，支撑平板升高直至多根立柱（1）均离开地面；当船舶上建（6）总装时，支撑平板下降直至多根立柱（1）均接触地面。该船舶上建整体运输装置使得船舶上建可以在任意场地进行总组，在该装置的平台上进行总组后，通过平板车将该装置连同船舶上建一起运输到船舶附近具有龙门吊机的场地，通过吊机将上建整体吊装到船舶上。

Description

一种船舶上建整体运输装置 技术领域
本发明涉及船舶制造技术领域，尤其涉及一种船舶上建整体运输装置。
背景技术
目前船厂在船舶建造中，船体的上层建筑需要进行预搭载，而预搭载工作的各个建筑分段一般由吊机吊装进行总组，那么，总组和预搭载的工作必须在龙门吊的可吊装覆盖区域开展。而且，由于将上建组装后，需要吊装到船舶上，所以这一总组工作需要在船舶附近开展。因此，在建造过程中，预搭载所需的场地面积会十分庞大，大大占用了船体附近龙门吊的可吊装覆盖区域。
现有船舶上层建筑预搭载的主要缺点是：
(1)船体上层建筑的总组预搭载受龙门吊机起重能力的限制，其总组只允许在船舶周边的吊机作业范围内进行，而这一空间较小，不利于场地的周转与合理使用；
(2)受场地与船坞的生产周期影响，船体上层建筑总组的开工时间一般比较滞后，那么内部舾装和涂装的周期会比较紧张，最终影响了吊装前上层建筑的完整性，也不利于平衡劳动力资源。
发明内容
本发明的目的在于提供一种船舶上建整体运输装置，能够解决现有船舶上建的总组只能在船舶附近进行以及总组开工时间滞后的问题。
为达此目的，本发明采用以下技术方案：
一种船舶上建整体运输装置，包括多根立柱、平台和平板车，其中，多根所述立柱支承所述平台，所述平台用于承载船舶上建；所述平板车位于多根所 述立柱之间，所述平板车的支撑平板与所述平台选择性抵接，且可沿竖直方向升降，以驱动所述平台升降，当所述船舶上建运输时，所述支撑平板升高直至多根所述立柱均离开地面；当所述船舶上建总装时，支撑平板下降直至多根所述立柱均接触地面。
优选地，所述平台由横梁组和纵梁组拼接而成，所述横梁组和所述纵梁组位于同一平面内。
利用横梁组和纵梁组拼接而成的平台，能够保证平台的刚度，并减轻了平台的重量。
优选地，所述横梁组包括多根平行间隔设置的横梁；所述纵梁组包括两根第一纵梁和多根第二纵梁，其中一根所述第一纵梁连接于所述横梁组的一端，另一根所述第一纵梁连接于所述横梁组的另一端；每根所述第二纵梁均包括多根小纵梁，多根所述小纵梁依次固定连接在相邻两根所述横梁之间，且多根所述小纵梁位于同一条直线上。
该设置中横梁和第一纵梁都是连续的，因此保证了横梁和第一纵梁的刚度，提高了整个平台的安全系数，将第二纵梁断续设置可以确保横梁组和纵梁组位于同一平面内。
优选地，所述横梁、所述第一纵梁和所述第二纵梁均为支撑梁；所述横梁、所述第一纵梁和所述第二纵梁三者的上翼板和下翼板分别构成所述平台的上表面和下表面。
支撑梁具有优良的力学性能其侧向刚度大，有更高的抗弯能力，可以节约钢结构的制作成本。
优选地，还包括格栅板，所述格栅板铺设在所述横梁组和纵梁组拼接之后的空缺部分，并与所述横梁和所述第一纵梁/第二纵梁固定连接。格栅板可以便 于人员在平台上行走。
优选地，所述格栅板通过连接件与所述横梁和所述第一纵梁/第二纵梁焊接。
优选地，所述连接件为环设在所述格栅板的外周的角钢，所述角钢具有与所述格栅板焊接的第一侧板和与所述格栅板支撑所述船舶上建的一侧面平齐的第二侧板，所述第二侧板朝向远离所述格栅板的中心的一侧延伸，并抵接在所述上表面上。
角钢可以将格栅板搭接在横梁和第一纵梁/第二纵梁上，这种方式保证了格栅板的安全性，若仅仅将格栅板的四条边焊接在梁上，一条边焊接失效时，整个格栅板会逐渐失效，存在安全隐患。
优选地，所述横梁与所述第二纵梁的连接处以及所述横梁与所述第一纵梁的连接处均设置有第一肘板。
优选地，所述立柱设置在所述横梁与所述第一纵梁的连接处，所述立柱与所述第一纵梁的连接处设置有第二肘板，所述立柱与所述横梁的连接处设置有第三肘板。
优选地，还包括底板，所述底板位于所述立柱的下端，并与所述立柱固定连接；所述底板与所述立柱的连接处设置有第四肘板。
第一肘板、第二肘板、第三肘板和第四肘板的设置能够增加连接处的刚性和保证相交结构的连续性，减小了连接处的应力集中，传递部分载荷。底板相对于立柱来说面积较大，将其设置在立柱下可以分散上建整体运输装置相对于地面的压强，防止该装置陷入到地面中。
本发明中船舶上建整体运输装置的有益效果在于，使船舶上建的总组和运输不再受吊机作业的限制，船舶上建可以在任意场地进行总组，在船舶上建整 体运输装置的平台上进行总组后，通过平板车将该装置连同船舶上建一起运输到船舶附近具有龙门吊机的场地，通过吊机将上建整体吊装到船舶上。由于可以进行异地总组，该装置还使得上建总组的开工时间提前，延长了总组后的内部舾装和涂装的周期，有利于平衡劳动力资源。
附图说明
图1为本发明船舶上建整体运输装置的结构示意图；
图2为本发明船舶上建整体运输装置的结构示意图(去除平板车后)；
图3为本发明的图2中的A向视图；
图4为本发明中平台的俯视图；
图5为本发明中图4中安装格栅板后的B-B剖视图；
图6为本发明船舶上建整体运输装置的仰视图；
图7为本发明两个船舶上建整体运输装置的运输示意图。
图中：
1、立柱；11、第二肘板；12、第三肘板；13、第四肘板；
2、平台；21、横梁组；211、横梁；22、纵梁组；221、第一纵梁；222、第二纵梁；2221、小纵梁；23、第一肘板；201、上表面；202、下表面；203、支撑梁；
3、平板车；4、格栅板；41、连接件；5、底板；6、船舶上建。
具体实施方式
下面结合附图并通过具体实施方式来进一步说明本发明的技术方案。
如图1至图7所示，本实施例公开了一种船舶上建整体运输装置，包括多根立柱1、平台2和平板车3，其中，多根立柱1支承平台2，平台2用于承载船舶上建6；平板车3位于多根立柱1之间，平板车3的支撑平板与所述平台2 选择性抵接，且可沿竖直方向升降，以驱动所述平台2升降，当船舶上建6运输时，支撑平板升高直至多根立柱1均离开地面，参见图1；当船舶上建6总装时，支撑平板降低直至多根立柱1均接触地面，参见图2。
参见图4，平台2由横梁组21和纵梁组22拼接而成，横梁组21和纵梁组22位于同一平面内。利用横梁组21和纵梁组22拼接而成的平台，能够保证平台的刚度，并减轻了平台2的重量。横梁组21包括多根平行间隔设置的横梁211，一般不少于8根；纵梁组22包括两根第一纵梁221和多根第二纵梁222，其中一根第一纵梁221连接于横梁组21的一端，另一根第一纵梁221连接于横梁组21的另一端；每根第二纵梁222均包括多根小纵梁2221，多根小纵梁2221依次固定连接在相邻两根横梁211之间，且多根小纵梁2221位于同一条直线上；第二纵梁222的个数一般不少于3根。横梁211和第二纵梁222的根数是根据上建的尺寸、平台的承重和平板车3的型号进行选择的。该实施例中横梁和第一纵梁都是连续的，因此保证了横梁211和第一纵梁221的刚度，提高了整个平台的安全系数，将第二纵梁222断续设置可以确保横梁组和纵梁组22位于同一平面内。纵梁组22的两端分别用端封板连接，使平台2形成一个密闭结构。
本实施例中横梁211、第一纵梁221和第二纵梁222均为支撑梁203，具体可以选择为工字型钢。横梁211、第一纵梁221和第二纵梁222的上翼板和下翼板分别构成平台2的上表面201和下表面202。该支撑梁203的力学性能优良，其翼缘宽，侧向刚度大，有更高的抗弯能力，并且可以节约钢结构的制作成本；用在该平台中，宽翼缘可以节省后续格栅板4的制作材料。
参见图4和图5，船舶上建整体运输装置还包括格栅板4，格栅板4铺设在横梁组21和纵梁组22拼接之后的空缺部分，并与横梁211和第一纵梁221/第二纵梁222固定连接。格栅板4可以便于人员在平台上行走。格栅板4通过连 接件41与横梁211和第一纵梁/第二纵梁222焊接。连接件41包括设置在格栅板4相对的两侧的两个角钢，角钢具有与格栅板4焊接的第一侧板和与格栅板4支撑船舶上建6的一侧面平齐的第二侧板，第二侧板朝向远离格栅板4的中心的一侧延伸，并抵接在上表面201上。该方式保证了格栅板的安全性，若仅仅将格栅板4的四条边焊接在梁上，一条边焊接失效时，整个格栅板4会逐渐失效，存在安全隐患。为了使平台2的上表面201平整，还可以在横梁上211对应安装格栅板4的角钢的位置设置凹槽，凹槽的深度与第二侧板厚度相匹配。参见图4，横梁211与第二纵梁222的连接处部位以及横梁211与第一纵梁221的连接处部位设置有第一肘板23。参见图2、图3和图6，立柱1设置在横梁211与第一纵梁221的连接处部位，立柱1与第一纵梁221的连接处设置有第二肘板11，立柱1与横梁211的连接处设置有第三肘板12。该装置还包括底板5，底板5位于立柱1的下端，并与立柱1固定连接；底板5与立柱1的连接处设置有第四肘板13。第一肘板23、第二肘板11、第三肘板12和第四肘板13的设置能够增加连接处处的刚性和保证相交结构的连续性，减小了连接处的应力集中，传递部分载荷。底板5相对于立柱1来说面积较大，将其设置在立柱1下可以分散上建整体运输装置相对于地面的压强，防止该装置陷入到地面中。
图1表示单个船舶上建整体运输装置进行工作，一般用于船舶上建后岛总组及运输，最大承重量≤300t，采用承载能力大于370t的平板车3运输；图7表示两个船舶上建整体运输装置共同工作，该装置在纵梁方向上并排使用，用于船舶上建前岛总组及运输；此时单个装置最大承重≤250t，并选用2台合适的平板车3串联运输。
当船舶上建6在该船舶上建整体运输装置上进行总组后，由于船舶上建6的底部为弧面，与平台2的直接接触部分较小，因而可以在横梁211、第一纵梁 221以及第二纵梁222上设置支撑件，该支撑件竖直安装，其另一端抵接在船舶上建6的底面。该设置能够增大船舶上建6与平台2的接触，使船舶上建6的重量均匀分布在平台2上。
另外，本实施例还适用于异地分段总组，首先在异地进行船舶上建6的小范围总组，即将小分段的上建总组到不同的船舶上建整体运输装置上，再利用平板车将这些小分段的上建运输到集中地，在一个船舶上建整体运输装置上进行大范围总组。在两地之间设置多个船舶上建整体运输装置，可以反复利用该装置进行各个小分段的组装和运输，提高了船舶上建整体运输装置的利用率。
上面结合附图对本发明进行了示例性描述，显然本发明具体实现并不受上述方式的限制，只要采用了本发明的构思和技术方案进行的各种非实质性的改进，或未经改进将本发明的构思和技术方案直接应用于其它场合的，均在本发明的保护范围之内。

Claims (10)

  1. 一种船舶上建整体运输装置，其特征在于，包括多根立柱(1)、平台(2)和平板车(3)，其中，多根所述立柱(1)支承所述平台(2)，所述平台(2)用于承载船舶上建(6)；所述平板车(3)位于多根所述立柱(1)之间，所述平板车(3)的支撑平板与所述平台(2)选择性抵接，且可沿竖直方向升降，以驱动所述平台(2)升降，当所述船舶上建(6)运输时，所述支撑平板升高直至多根所述立柱(1)均离开地面；当所述船舶上建(6)总装时，所述支撑平板下降直至多根所述立柱(1)均接触地面。
  2. 根据权利要求1所述的船舶上建整体运输装置，其特征在于，所述平台(2)由横梁组(21)和纵梁组(22)拼接而成，所述横梁组(21)和所述纵梁组(22)位于同一平面内。
  3. 根据权利要求2所述的船舶上建整体运输装置，其特征在于，所述横梁组(21)包括多根平行间隔设置的横梁(211)；
    所述纵梁组(22)包括两根第一纵梁(221)和多根第二纵梁(222)，其中一根所述第一纵梁(221)连接于所述横梁组(21)的一端，另一根所述第一纵梁(221)连接于所述横梁组(21)的另一端；每根所述第二纵梁(222)均包括多根小纵梁(2221)，多根所述小纵梁(2221)依次固定连接在相邻两根所述横梁(211)之间，且多根所述小纵梁(2221)位于同一条直线上。
  4. 根据权利要求3所述的船舶上建整体运输装置，其特征在于，所述横梁(211)、所述第一纵梁(221)和所述第二纵梁(222)均为支撑梁(203)；所述横梁(211)、所述第一纵梁(221)和所述第二纵梁(222)三者的上翼板和下翼板分别构成所述平台(2)的上表面(201)和下表面(202)。
  5. 根据权利要求4所述的船舶上建整体运输装置，其特征在于，还包括格栅板(4)，所述格栅板(4)铺设在所述横梁组(21)和纵梁组(22)拼接之后 的空缺部分，并与所述横梁(211)和所述第一纵梁(221)/第二纵梁(222)固定连接。
  6. 根据权利要求5所述的船舶上建整体运输装置，其特征在于，所述格栅板(4)通过连接件(41)与所述横梁(211)和所述第一纵梁(221)/第二纵梁(222)焊接。
  7. 根据权利要求6所述的船舶上建整体运输装置，其特征在于，所述连接件(41)为环设在所述格栅板(4)的外周的角钢，所述角钢具有与所述格栅板(4)焊接的第一侧板和与所述格栅板(4)支撑所述船舶上建(6)的一侧面平齐的第二侧板，所述第二侧板朝向远离所述格栅板(4)的中心的一侧延伸，并抵接在所述上表面(201)上。
  8. 根据权利要求3所述的船舶上建整体运输装置，其特征在于，所述横梁(211)与所述第二纵梁(222)的连接处以及所述横梁(211)与所述第一纵梁(221)的连接处均设置有第一肘板(23)。
  9. 根据权利要求3所述的船舶上建整体运输装置，其特征在于，所述立柱(1)设置在所述横梁(211)与所述第一纵梁(221)的连接处，所述立柱(1)与所述第一纵梁(221)的连接处设置有第二肘板(11)，所述立柱(1)与所述横梁(211)的连接处设置有第三肘板(12)。
  10. 根据权利要求1所述的船舶上建整体运输装置，其特征在于，还包括底板(5)，所述底板(5)位于所述立柱(1)的下端，并与所述立柱(1)固定连接；所述底板(5)与所述立柱(1)的连接处设置有第四肘板(13)。
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