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CN115158557A - A lifting platform that can be lifted off and a design method of the same - Google Patents

A lifting platform that can be lifted off and a design method of the same Download PDF

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Publication number
CN115158557A
CN115158557A CN202210894054.1A CN202210894054A CN115158557A CN 115158557 A CN115158557 A CN 115158557A CN 202210894054 A CN202210894054 A CN 202210894054A CN 115158557 A CN115158557 A CN 115158557A
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China
Prior art keywords
platform structure
lower platform
upper platform
guide rail
platform
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Inventor
朱大云
姚壮乐
袁梦
林少辉
赵帅
常雨润
张宏民
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Cosco Shipping Specialized Carriers Co ltd
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Cosco Shipping Specialized Carriers Co ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B27/00Arrangement of ship-based loading or unloading equipment for cargo or passengers
    • B63B27/10Arrangement of ship-based loading or unloading equipment for cargo or passengers of cranes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/62Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
    • B66C1/66Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof

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

Abstract

本发明涉及一种可吊离式增高平台及该增高平台的设计方法,其中增高平台包括下平台结构、上平台结构和导轨,下平台结构和上平台结构上均设有起吊眼环;下平台结构和上平台结构上均设有导向槽,且分别通过导向槽套设在导轨上,下平台结构和上平台结构上均设有用于锁紧导轨的导轨连接件;上平台结构通过平台连接件可拆卸固定在下平台结构上方;下平台结构和上平台结构均包括薄平台板、T形梁、加强筋和斜支撑筋,T形梁纵横交错在薄平台板底部,以形成方形空心框架,加强筋分布在薄平台板底部,斜支撑筋安装在方形空心框架四周的T形梁腹板上。本发明提高装卸效率,可灵活调节增高平台高度,解决增高平台存在纸浆燃烧和安装难度大的问题,轻便安全。

Figure 202210894054

The invention relates to a hoisting and detachable heightening platform and a design method of the heightening platform, wherein the heightening platform comprises a lower platform structure, an upper platform structure and a guide rail, and the lower platform structure and the upper platform structure are provided with lifting eye rings; Both the structure and the upper platform structure are provided with guide grooves, which are respectively sleeved on the guide rails through the guide grooves. The lower platform structure and the upper platform structure are provided with guide rail connectors for locking the guide rails; the upper platform structure passes through the platform connector. Removably fixed above the lower platform structure; both the lower platform structure and the upper platform structure include thin platform plates, T-shaped beams, reinforcing ribs and diagonal support ribs, and the T-shaped beams are crisscrossed at the bottom of the thin platform plate to form a square hollow frame, which strengthens the The ribs are distributed at the bottom of the thin platform slab, and the diagonal support ribs are installed on the T-beam webs around the square hollow frame. The invention improves the loading and unloading efficiency, can flexibly adjust the height of the heightened platform, solves the problems of pulp burning and installation difficulty of the heightened platform, and is light and safe.

Figure 202210894054

Description

一种可吊离式增高平台及该增高平台的设计方法A lifting platform that can be lifted off and a design method of the same

技术领域technical field

本发明涉及船舶技术领域,具体涉及一种可吊离式增高平台及该增高平台的设计方法。The invention relates to the technical field of ships, in particular to a liftable heightened platform and a design method of the heightened platform.

背景技术Background technique

62000吨纸浆船1舱水柜凸台高度3.3m,随着不同厂家纸浆包高度不一,在水柜凸台处造成了纸浆堆载高度的差异。例如:乌拉圭PP港纸浆一层高度为1.74m,叠加两层乌拉圭PP港纸浆即可满足纸浆包高度与水柜凸台高度大致一致,以便于后面纸浆包的积载,但从执行的巴西 BRACELL纸浆装货情况来看,一层货物的高度约2m,装完2层后周围纸浆包高度与水柜凸台高度相差较大,使得第三层货物装载时就会出现高低不平的现象,无法满足纸浆包捆整吊正常操作,极大地影响了装载速度和货物堆装,容易造成纸浆包破损,且吊装第三层货物的过程中,吊梁的钢丝和钩头会直接与舱壁接触,增加装卸时钢丝磨断的风险。The height of the water tank boss in the 1st cabin of the 62,000-ton pulp ship is 3.3m. With the different heights of pulp bales from different manufacturers, the difference in the height of pulp stacking is caused at the water tank boss. For example: the height of the first layer of Uruguay PP port pulp is 1.74m, and the superposition of two layers of Uruguay PP port pulp can satisfy the height of the pulp bale and the height of the water tank boss, so as to facilitate the stowage of the pulp bale behind. Judging from the pulp loading situation, the height of the first layer of goods is about 2m. After the two layers are loaded, the height of the surrounding pulp bales is quite different from the height of the water tank boss, so that the third layer of goods will appear uneven when loading. It satisfies the normal operation of the whole hoisting of pulp bales, which greatly affects the loading speed and cargo stacking, which is easy to cause damage to the pulp bales. In the process of hoisting the third layer of cargo, the steel wires and hooks of the lifting beam will directly contact the bulkhead. Increases the risk of wire breakage during loading and unloading.

因此可根据航次任务货物尺寸提前在水柜凸台上布置增高平台,以实现增高水柜凸台,使得在纸浆包装卸过程中,每层纸浆包整体都能够保持水平,但现有的增高平台存在以下不足:1、现有增高平台的高度是固定的,只能满足单一纸浆包尺寸的装载需求,无法根据实际纸浆包尺寸而灵活调节高度;2、现有增高平台需要动火才能对平台进行固定,而纸浆包是易燃的,动火固定操作很有可能会有纸浆包燃烧的情况发生,增加了安装难度,因此现有增高平台无法有效地解决动火和固定的问题,而且现有增高平台是全面焊接固定在舱壁和水柜凸台上,增加施工时间,安装效率低,且在需拆卸增高平台时,拆卸难度巨大;3、现有增高平台大都为箱体,虽然满足结构强度要求,但其自身的重量过重,增加了吊装难度,也会影响底部水柜凸台的承重,从而使得增加了不必要的工作风险。Therefore, according to the cargo size of the voyage task, a heightened platform can be arranged on the water tank boss in advance to realize the heightened water tank boss, so that in the process of pulp packaging and unloading, each layer of pulp bale can be kept horizontal as a whole, but the existing heightened platform There are the following shortcomings: 1. The height of the existing heightening platform is fixed, which can only meet the loading requirements of a single pulp bale size, and the height cannot be flexibly adjusted according to the actual pulp bale size; 2. The existing heightening platform needs to be heated before the platform can be adjusted For fixing, and the pulp bales are flammable, the hot fixing operation is likely to cause the burning of the pulp bales, which increases the difficulty of installation. Therefore, the existing heightening platform cannot effectively solve the problems of hot and fixed, and the current The heightened platform is fully welded and fixed on the bulkhead and the water tank boss, which increases the construction time, the installation efficiency is low, and when the heightened platform needs to be disassembled, it is very difficult to disassemble; 3. Most of the existing heightened platforms are boxes, although they meet the Structural strength requirements, but its own weight is too heavy, which increases the difficulty of hoisting, and also affects the load-bearing of the bottom water tank boss, thus increasing unnecessary work risks.

发明内容SUMMARY OF THE INVENTION

针对现有技术存在的问题,本发明提出一种可吊离式增高平台及该增高平台的设计方法,以使纸浆包装卸过程中,纸浆包整体能够保持水平,提高装卸效率;满足灵活调节增高平台高度的需求;解决增高平台安装难度大、安装效率低和存在纸浆包燃烧的问题;实现增高平台轻便安全。In view of the problems existing in the prior art, the present invention proposes a liftable platform and a design method for the platform, so that the pulp package can be kept level during the pulp packing and unloading process, and the loading and unloading efficiency can be improved; Platform height requirements; solve the problems of difficult installation, low installation efficiency and pulp bales burning; realize the lightness and safety of the heightened platform.

本发明的技术方案是这样实现的:The technical scheme of the present invention is realized as follows:

一种可吊离式增高平台,包括下平台结构、上平台结构和固定在舱壁和水柜凸台上的导轨,下平台结构和上平台结构的顶面上均设有用于协助吊装的起吊眼环;下平台结构和上平台结构在靠近舱壁的两侧上均贯设有导向槽,下平台结构和上平台结构分别通过导向槽套设在导轨上,下平台结构和上平台结构在导轨的一侧均设有用于转动锁紧导轨的导轨连接件;上平台结构通过平台连接件可拆卸式固定在下平台结构的上方;A liftable platform that can be lifted off includes a lower platform structure, an upper platform structure and guide rails fixed on a bulkhead and a water tank boss. The top surfaces of the lower platform structure and the upper platform structure are provided with hoisting devices for assisting hoisting. Eye ring; the lower platform structure and the upper platform structure are provided with guide grooves on both sides close to the bulkhead, the lower platform structure and the upper platform structure are respectively sleeved on the guide rails through the guide grooves, and the lower platform structure and the upper platform structure are in One side of the guide rail is provided with a guide rail connecting piece for rotating and locking the guide rail; the upper platform structure is detachably fixed above the lower platform structure through the platform connecting piece;

下平台结构和上平台结构均包括薄平台板、T形梁、加强筋和斜支撑筋, T形梁纵横交错分布在薄平台板的底部,以形成方形空心框架,加强筋分布在薄平台板的底部,斜支撑筋安装在方形空心框架四周的T形梁的腹板上。Both the lower platform structure and the upper platform structure include thin platform slabs, T-shaped beams, stiffeners and diagonal support ribs. The T-shaped beams are crisscrossed at the bottom of the thin platform slabs to form a square hollow frame, and the stiffeners are distributed on the thin platform slabs. At the bottom of the frame, the diagonal bracing bars are installed on the webs of the T-beams around the square hollow frame.

优选地,在起吊眼环处设有起吊眼环加强筋。Preferably, a lifting eye ring reinforcing rib is provided at the lifting eye ring.

优选地,导轨的顶部两侧为斜面设置。Preferably, both sides of the top of the guide rail are provided with inclined planes.

优选地,下平台结构和上平台结构在靠近舱壁的两侧侧壁上均设有多个防撞块。Preferably, the lower platform structure and the upper platform structure are provided with a plurality of anti-collision blocks on both side walls close to the bulkhead.

优选地,薄平台板的顶面上设有吊环安装槽,起吊眼环埋设在吊环安装槽中。Preferably, the top surface of the thin platform plate is provided with a lifting ring installation groove, and the lifting eye ring is embedded in the lifting ring installation groove.

优选地,下平台结构和上平台结构在导向槽的外侧设有导轨连接件定位板,导轨连接件定位板和导向槽的外侧槽壁上贯设有第一安装孔,导轨连接件包括第一螺栓和第一元宝螺母,第一螺栓活动贯穿在第一安装孔中,且第一螺栓的末端设有锁紧块,通过转动第一螺栓以使锁紧块伸入导向槽中锁紧导轨,第一元宝螺母活动套设在第一螺栓外侧,且位于第一安装孔的上方。Preferably, the lower platform structure and the upper platform structure are provided with a guide rail connector positioning plate on the outer side of the guide groove, the guide rail connector positioning plate and the outer groove wall of the guide groove are provided with a first installation hole, and the guide rail connector includes a first mounting hole. The bolt and the first ingot nut, the first bolt movably runs through the first installation hole, and the end of the first bolt is provided with a locking block. By rotating the first bolt, the locking block extends into the guide groove to lock the guide rail, The first ingot nut is movably sleeved on the outer side of the first bolt and above the first installation hole.

优选地,下平台结构和上平台结构上贯设有多个安装结构,安装结构上贯设有第二安装孔,平台连接件包括第二螺栓和第二元宝螺母,第二螺栓可拆卸式贯穿在第二安装孔中,且第二螺栓的末端设有锁头,锁头可卡设在第二安装孔的底部;第二元宝螺母活动套设在第二螺栓的外侧,且第二元宝螺母位于第二安装孔的上方。Preferably, the lower platform structure and the upper platform structure are provided with a plurality of mounting structures, the mounting structures are provided with a second mounting hole, the platform connector includes a second bolt and a second ingot nut, and the second bolt is detachably penetrated through In the second installation hole, the end of the second bolt is provided with a lock head, and the lock head can be clamped at the bottom of the second installation hole; the second ingot nut is movably sleeved on the outside of the second bolt, and the second ingot nut above the second mounting hole.

一种可吊离式增高平台的设计方法,包括以下步骤:A design method for a liftable platform, comprising the following steps:

步骤1,下平台结构和上平台结构的组成,将T形梁纵横交错分布在薄平台板的底部,以形成方形空心框架;在薄平台板底部受较大固定集中力处设置加强筋;且在方形空心框架四周的T形梁的腹板上设置斜支撑筋;Step 1, the composition of the lower platform structure and the upper platform structure, the T-shaped beams are distributed in a crisscross pattern at the bottom of the thin platform plate to form a square hollow frame; reinforcing ribs are arranged at the bottom of the thin platform plate where the fixed concentration force is relatively large; and Diagonal support ribs are arranged on the webs of the T-beams around the square hollow frame;

步骤2,对下平台结构和上平台结构进行有限元分析,确定下平台结构和上平台结构的强度和刚度;Step 2, carry out finite element analysis on the lower platform structure and the upper platform structure, and determine the strength and stiffness of the lower platform structure and the upper platform structure;

步骤3,在下平台结构和上平台结构的顶面上分别设置用于协助吊装下平台结构或上平台结构的起吊眼环,且在起吊眼环受较大固定集中力处设置起吊眼环加强筋;In step 3, lifting eye rings for assisting the hoisting of the lower platform structure or the upper platform structure are respectively arranged on the top surfaces of the lower platform structure and the upper platform structure, and a lifting eye ring reinforcing rib is arranged where the lifting eye ring is subjected to a relatively large fixed concentration force. ;

步骤4,在下平台结构和上平台结构靠近舱壁的两侧上均贯穿设置导向槽,在下平台结构和上平台结构的导向槽中穿设用于协助下平台结构和上平台结构定位至水柜凸台上的导轨;Step 4: Guide grooves are arranged on both sides of the lower platform structure and the upper platform structure close to the bulkhead, and the guide grooves of the lower platform structure and the upper platform structure are drilled to assist the positioning of the lower platform structure and the upper platform structure to the water tank. guide rail on the boss;

步骤5,下平台结构和上平台结构在导轨的外侧均设置用于转动锁紧导轨的导轨连接件;Step 5, the lower platform structure and the upper platform structure are provided with guide rail connectors on the outer sides of the guide rails for rotating and locking the guide rails;

步骤6,在下平台结构和上平台结构上贯穿设置用于将上平台结构可拆卸式固定在下平台结构上方的平台连接件。Step 6, a platform connecting piece for detachably fixing the upper platform structure above the lower platform structure is disposed through the lower platform structure and the upper platform structure.

优选地,有限元分析的步骤包括:将下平台结构和上平台结构模型导入软件中,定义结构的材料属性,计算许用应力δ1,通过有限元软件对下平台结构和上平台结构模型进行静力学分析和模型分析,获取下平台结构和上平台结构的等效应力变形云图,确定下平台结构和上平台结构的最大应力|δ2|小于许用应力|δ1|。Preferably, the steps of the finite element analysis include: importing the lower platform structure and the upper platform structure model into the software, defining the material properties of the structure, calculating the allowable stress δ 1 , and performing the analysis on the lower platform structure and the upper platform structure model through the finite element software. In static analysis and model analysis, the equivalent stress and deformation cloud diagrams of the lower platform structure and the upper platform structure are obtained, and the maximum stress |δ 2 | of the lower platform structure and the upper platform structure is determined to be less than the allowable stress |δ 1 |.

与现有技术相比,本发明具有以下优点:Compared with the prior art, the present invention has the following advantages:

1、本发明通过在水柜凸台上放置增高平台,以使纸浆包装卸过程中,纸浆包整体能够保持水平,使得满足满吊操作,提高装卸效率和安全性;1. In the present invention, a raised platform is placed on the boss of the water tank, so that during the pulp packing and unloading process, the pulp bale as a whole can be kept horizontal, so that the full lifting operation is satisfied, and the loading and unloading efficiency and safety are improved;

2、本发明通过将上平台结构可拆卸式固定在下平台结构的上方,以实现增高平台高度可灵活调节,降低因不同尺寸的纸浆包造成的纸浆包配载高度不一致带来的货损风险,使得满足多种规格的纸浆包在舱内保持水平的要求;2. In the present invention, the upper platform structure is detachably fixed above the lower platform structure, so that the height of the heightened platform can be flexibly adjusted, and the risk of cargo damage caused by the inconsistent loading height of pulp bales caused by pulp bales of different sizes is reduced, so that the Meet the requirements of maintaining the level of pulp bales of various specifications in the tank;

3、本发明中,导轨固定在舱壁和水柜凸台上,下平台结构和上平台结构通过导向槽以套设在导轨上,且通过导轨连接件转动锁紧导轨即可实现增高平台的固定,无需动火操作,避免纸浆包燃烧的情况发生,降低了安装难度,也无需大面积焊接,安装更加便捷,提高了安装效率,也降低拆卸难度;3. In the present invention, the guide rail is fixed on the bulkhead and the water tank boss, the lower platform structure and the upper platform structure are sleeved on the guide rail through the guide groove, and the height-enhancing platform can be realized by rotating the locking guide rail through the guide rail connector. Fixed, no need for hot operation, avoiding the burning of pulp bales, reducing the difficulty of installation, and no need for large-area welding, making installation more convenient, improving installation efficiency, and reducing the difficulty of disassembly;

4、本发明中通过T形梁纵横交错分布在薄平台板的底部,以形成方形空心框架,再设置加强筋和斜支撑筋以进一步加强,以形成满足结构强度要求且更加轻便安全的下平台结构和上平台结构,降低了吊装难度,也减少了不必要的工作风险。4. In the present invention, the T-shaped beams are distributed at the bottom of the thin platform plate in a crisscross pattern to form a square hollow frame, and then reinforcing ribs and diagonal support ribs are set to further strengthen, so as to form a lighter and safer lower platform that meets the structural strength requirements. The structure and the upper platform structure reduce the difficulty of hoisting and unnecessary work risks.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to explain the embodiments of the present invention or the technical solutions in the prior art more clearly, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present invention, and for those of ordinary skill in the art, other drawings can also be obtained from these drawings without any creative effort.

图1为本发明增高平台中下平台结构和上平台结构叠放使用的使用状态示意图;1 is a schematic diagram of the use state of the middle and lower platform structures and the upper platform structures of the heightening platform of the present invention being stacked and used;

图2为本发明增高平台中下平台结构单独使用的使用状态示意图;2 is a schematic diagram of the use state of the middle and lower platform structures of the height-enhancing platform of the present invention;

图3为本发明增高平台的结构示意图;Fig. 3 is the structural representation of the present invention raising platform;

图4为本发明增高平台的主视图;Fig. 4 is the front view of the raising platform of the present invention;

图5为本发明增高平台的后视图;Fig. 5 is the rear view of the raising platform of the present invention;

图6为本发明增高平台的左视图;Fig. 6 is the left side view of the raising platform of the present invention;

图7为本发明增高平台的右视图;Fig. 7 is the right side view of the raising platform of the present invention;

图8为图4中A处未锁紧导轨的示意图;Fig. 8 is the schematic diagram of not locking the guide rail at place A in Fig. 4;

图9为图4中A处锁紧导轨的示意图;Fig. 9 is the schematic diagram of locking guide rail at place A in Fig. 4;

图10为图5中B处平台连接件连接的示意图;Figure 10 is a schematic diagram of the connection of the platform connector at B in Figure 5;

图11为本发明下平台结构或上平台结构的俯视图;11 is a top view of the lower platform structure or the upper platform structure of the present invention;

图12为本发明下平台结构或上平台结构的仰视图。12 is a bottom view of the lower platform structure or the upper platform structure of the present invention.

附图标识:Attached identification:

1、下平台结构;11、薄平台板;12、T形梁;13、加强筋;14、斜支撑筋; 2、上平台结构;3、导轨;31、导向槽;4、起吊眼环;41、起吊眼环加强筋; 42、吊环安装槽;5、导轨连接件;51、导轨连接件定位板;52、第一安装孔; 521、限位孔;53、第一螺栓;54、第一元宝螺母;55、锁紧块;6、平台连接件;61、安装结构;62、第二安装孔;63、第二螺栓;64、第二元宝螺母;65、锁头;661、下平台连接件定位板;662、上平台连接件定位板;663、卡槽;7、防撞块;71、垫板。1. Lower platform structure; 11. Thin platform plate; 12. T-beam; 13. Reinforcing ribs; 14. Oblique support ribs; 2. Upper platform structure; 3. Guide rails; 31. Guide grooves; 4. Lifting eye rings; 41. Reinforcing rib of lifting eye ring; 42. Installation groove of lifting ring; 5. Guide rail connector; 51. Guide rail connector positioning plate; 52. First installation hole; One ingot nut; 55, locking block; 6, platform connector; 61, installation structure; 62, second installation hole; 63, second bolt; 64, second ingot nut; 65, lock head; 661, lower platform Connector positioning plate; 662, upper platform connector positioning plate; 663, card slot; 7, anti-collision block; 71, backing plate.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

在本发明的描述中,需要说明的是,术语“上”、“下”、“左”、“右”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。此外,术语“第一”、“第二”、“第三”、“第四”等仅用于描述目的,而不能理解为指示或暗示相对重要性。In the description of the present invention, it should be noted that the orientations or positional relationships indicated by the terms "upper", "lower", "left", "right", "inner", "outer", etc. are based on those shown in the accompanying drawings. The orientation or positional relationship is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the indicated device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present invention. Furthermore, the terms "first," "second," "third," "fourth," etc. are used for descriptive purposes only and should not be construed to indicate or imply relative importance.

在本发明的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本发明中的具体含义。In the description of the present invention, it should be noted that the terms "installed", "connected" and "connected" should be understood in a broad sense, unless otherwise expressly specified and limited, for example, it may be a fixed connection or a detachable connection Connection, or integral connection; can be mechanical connection, can also be electrical connection; can be directly connected, can also be indirectly connected through an intermediate medium, can be internal communication between two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood in specific situations.

如图1和图12所示为本发明所提供的一种可吊离式增高平台,包括下平台结构1、上平台结构2和固定在舱壁和水柜凸台上的导轨3,下平台结构1 和上平台结构2的顶面四角处均对称分布有起吊眼环4,其中下平台结构1上的起吊眼环4用于协助吊装下平台结构1,而上平台结构2上的起吊眼环4用于协助吊装上平台结构2;As shown in Fig. 1 and Fig. 12, it is a lifting platform provided by the present invention, which includes a lower platform structure 1, an upper platform structure 2, and a guide rail 3 fixed on the bulkhead and the water tank boss. The lower platform The four corners of the top surface of the structure 1 and the upper platform structure 2 are symmetrically distributed with lifting eye rings 4, wherein the lifting eye ring 4 on the lower platform structure 1 is used to assist in hoisting the lower platform structure 1, and the lifting eye ring on the upper platform structure 2 is used. The ring 4 is used to assist in hoisting the upper platform structure 2;

从62000吨纸浆船装载巴西BRACELL纸浆的情况来看,在62000吨纸浆船1舱舱内,水柜凸台位于舱壁的转角处,且水柜凸台高度3.3m,而一层巴西BRACELL纸浆的高度约2m,装完2层纸浆包后周围纸浆包高度为4m,高于转角处水柜凸台的高度,因此需要在水柜凸台上布置增高平台,由于下平台结构1和上平台结构2的高度均为0.35m,因此可通过将下平台结构1和上平台结构2叠加置于水柜凸台上,以实现增高水柜凸台,使用状态如图1所示;水柜凸台与增高平台的高度总和达到4m,与装完2层巴西BRACELL纸浆后周围纸浆包高度一致,即装完2层纸浆包后纸浆包四周整体保持水平,因此在装载第3层纸浆包时,可满足满吊操作,使得叠加后纸浆包的整体仍然保持水平,从而提高装载效率,也避免了因纸浆包高低不平而导致吊梁的钢丝和钩头直接与舱壁接触,进而降低了钢丝磨断的风险,提高了装卸的安全性;Judging from the situation of the 62,000-ton pulp ship loading Brazilian BRACELL pulp, in the 1st cabin of the 62,000-ton pulp ship, the water tank boss is located at the corner of the bulkhead, and the height of the water tank boss is 3.3m, while a layer of Brazilian BRACELL pulp The height of the pulp bales is about 2m. After 2 layers of pulp bales are installed, the height of the surrounding pulp bales is 4m, which is higher than the height of the water tank boss at the corner. Therefore, a raised platform needs to be arranged on the water tank boss. Because the lower platform structure 1 and the upper platform The height of the structure 2 is 0.35m, so the lower platform structure 1 and the upper platform structure 2 can be superimposed on the water tank boss to increase the height of the water tank boss. The use state is shown in Figure 1; The total height of the platform and the heightened platform reaches 4m, which is the same as the height of the surrounding pulp bales after 2 layers of Brazilian BRACELL pulp are loaded. It can meet the full lifting operation, so that the overall pulp bales remain level after stacking, thereby improving the loading efficiency, and avoiding the direct contact between the steel wires and hook heads of the lifting beam due to the unevenness of the pulp bales and the bulkhead, thereby reducing the wire grinding. The risk of breakage is improved, and the safety of loading and unloading is improved;

而下平台结构1和上平台结构2是通过靠近舱壁的两侧实现与舱壁、水柜凸台固定连接,具体地,下平台结构1和上平台结构2在靠近舱壁的两侧上均贯设有导向槽31,且导向槽31位于下平台结构1和上平台结构2远离舱壁转角的一端上;导轨3固定在与导向槽31相对应位置的舱壁上,且导轨3的底部落在水柜凸台上;下平台结构1和上平台结构2分别通过导向槽31套设在导轨3上,即可将下平台结构1和上平台结构2放置在水柜凸台上;且下平台结构1和上平台结构2在导轨3的外侧上均设有导轨连接件5,可通过转动导轨连接件5以使导轨连接件5从导向槽31的外侧壁进入导向槽31,从而对导轨3进行锁紧,进而实现下平台结构1和上平台结构2与舱壁、水柜凸台固定连接,从而增高水柜凸台;The lower platform structure 1 and the upper platform structure 2 are fixedly connected to the bulkhead and the water tank boss through the two sides close to the bulkhead. Specifically, the lower platform structure 1 and the upper platform structure 2 are on the two sides close to the bulkhead. Guide grooves 31 are provided throughout, and the guide grooves 31 are located on the ends of the lower platform structure 1 and the upper platform structure 2 away from the corner of the bulkhead; the guide rail 3 is fixed on the bulkhead corresponding to the guide groove 31, and the guide rail 3 The bottom falls on the water tank boss; the lower platform structure 1 and the upper platform structure 2 are respectively sleeved on the guide rail 3 through the guide groove 31, and the lower platform structure 1 and the upper platform structure 2 can be placed on the water tank boss; In addition, the lower platform structure 1 and the upper platform structure 2 are provided with guide rail connectors 5 on the outside of the guide rails 3. The guide rail connectors 5 can be rotated to make the guide rail connectors 5 enter the guide grooves 31 from the outer side wall of the guide grooves 31, thereby The guide rail 3 is locked, so as to realize the fixed connection of the lower platform structure 1 and the upper platform structure 2 with the bulkhead and the water tank boss, thereby increasing the water tank boss;

具体增高平台安装时,首先先固定导轨3:先将下平台结构1放置在水柜凸台上,其中下平台结构1开设有导向槽31的两侧对准舱壁两侧,且下平台结构1靠近舱壁的两侧转角对准舱壁转角,再将两导轨3分别居中置于下平台结构1的导向槽31中,并使导轨3完全落在水柜凸台上,以确定导轨3的焊接位置,之后再将下平台结构1吊离,然后将导轨3的四周牢牢地焊在舱壁和水柜凸台上;When installing the heightening platform, first fix the guide rail 3: first place the lower platform structure 1 on the water tank boss, wherein the lower platform structure 1 is provided with the guide grooves 31 on both sides of the bulkhead, and the lower platform structure 1 is aligned with both sides of the bulkhead. 1. Align the corners of both sides near the bulkhead with the corners of the bulkhead, and then place the two guide rails 3 in the guide grooves 31 of the lower platform structure 1 respectively, and make the guide rails 3 completely fall on the water tank boss to determine the guide rails 3. Then lift the lower platform structure 1 away, and then firmly weld the guide rail 3 on the bulkhead and the water tank boss;

增高平台安装前准备:根据目标纸浆包的高度,确定增高平台的高度以确定平台结构的数量,使水柜凸台增高后的高度与目标纸浆包堆叠后的高度齐平,以62000吨纸浆船装载巴西BRACELL纸浆为例,需可将下平台结构1和上平台结构2叠放在水柜凸台上,以增高水柜凸台;Preparation before installation of the raised platform: According to the height of the target pulp bales, determine the height of the raised platform to determine the number of platform structures, so that the height of the raised water tank boss is flush with the height of the target pulp bales after stacking. Taking Brazil BRACELL pulp as an example, it is necessary to stack the lower platform structure 1 and the upper platform structure 2 on the water tank boss to increase the height of the water tank boss;

然后先分别转动下平台结构1和上平台结构2的导轨连接件5以使导轨连接件5的末端缩进导向槽31的外槽壁中,以免在将下平台结构1和上平台结构2套设在导轨3外侧的过程中,导轨连接件5触碰到导轨3;Then firstly rotate the guide rail connectors 5 of the lower platform structure 1 and the upper platform structure 2 to retract the ends of the guide rail connectors 5 into the outer groove wall of the guide groove 31, so as to avoid the assembly of the lower platform structure 1 and the upper platform structure 2 During the process of being placed on the outside of the guide rail 3, the guide rail connector 5 touches the guide rail 3;

安装下平台结构1和上平台结构2:利用船舶自身的压载水系统调整船舶的前后平衡,再使用适当安全载荷的吊索具,用四个钩子(须带有安全防脱装置)或卸扣分别与下平台结构1上的四个起吊眼环4相连接,用吊机将下平台结构1对准导轨3慢慢下滑至水柜凸台上;同样用吊机将上平台结构2对准导轨3慢慢下滑叠加在下平台结构1的上方,确认下平台结构1和上平台结构2 上下对齐后,再分别沿导轨3的方向转动推进下平台结构1和上平台结构2的导轨连接件5,导轨连接件5从导向槽31的外槽壁穿入导向槽31,继续不断缩小导轨连接件5的末端与导向槽31的内侧壁的距离,直至导轨连接件5的末端和导向槽31的内侧壁分别抵设在导轨3两侧,即实现锁紧导轨3的目的,此时,增高平台与舱壁和水柜凸台的固定连接;Install the lower platform structure 1 and the upper platform structure 2: use the ship's own ballast water system to adjust the fore and aft balance of the ship, and then use slings with appropriate safety loads, use four hooks (with safety anti-drop devices) or unload The buckles are respectively connected with the four lifting eye rings 4 on the lower platform structure 1. Use a crane to align the lower platform structure 1 with the guide rails 3 and slowly slide it down to the water tank boss; The quasi guide rail 3 slowly slides down and superimposes on the top of the lower platform structure 1. After confirming that the lower platform structure 1 and the upper platform structure 2 are aligned up and down, rotate and push the guide rail connectors of the lower platform structure 1 and the upper platform structure 2 in the direction of the guide rail 3 respectively. 5. The guide rail connector 5 penetrates into the guide groove 31 from the outer groove wall of the guide groove 31, and continues to reduce the distance between the end of the guide rail connector 5 and the inner side wall of the guide groove 31 until the end of the guide rail connector 5 and the guide groove 31. The inner sidewalls of the ducts are respectively placed on both sides of the guide rails 3, that is, to achieve the purpose of locking the guide rails 3. At this time, the heightened platform is fixedly connected with the bulkhead and the water tank boss;

最后固定连接下平台结构1和上平台结构2:再使用平台连接件6,将平台连接件6穿设并卡设在下平台结构1和上平台结构2远离舱壁的两侧上,以将上平台结构2固定叠设在下平台结构1的上方。Finally, the lower platform structure 1 and the upper platform structure 2 are fixedly connected: the platform connector 6 is used again, and the platform connector 6 is passed through and clamped on both sides of the lower platform structure 1 and the upper platform structure 2 away from the bulkhead, so as to connect the upper platform The platform structure 2 is fixedly stacked above the lower platform structure 1 .

更优地,可先在平地上利用平台连接件6将上平台结构2固定叠设在下平台结构1的上方,连成一个整体,再使用吊机将下平台结构1和上平台结构2 一并吊装,并沿着导轨3下滑至水柜凸台上,一次性吊装操作比分别吊装下平台结构1和上平台结构2更加快捷和安全。More preferably, the upper platform structure 2 can be fixedly stacked on the top of the lower platform structure 1 by using the platform connecting piece 6 on the flat ground to form a whole, and then the lower platform structure 1 and the upper platform structure 2 can be combined together by a crane. Hoisting, and sliding along the guide rail 3 to the water tank boss, the one-time hoisting operation is faster and safer than hoisting the lower platform structure 1 and the upper platform structure 2 separately.

本发明是先将导轨3焊接在舱壁和水柜凸台上,再利用船舶自身的压载水系统调整船舶的前后平衡,然后将下平台结构1和上平台结构2沿着导轨3下放至水柜凸台,最后使用导轨连接件5转动锁紧导轨3,即可实现增高平台与舱壁和水柜凸台的固定连接,整个安装过程无需动火操作,以使可避免纸浆包燃烧的情况发生,也无需大面积焊接,安装更加便捷,提高了安装效率,而且,当需拆卸增高平台时,只需转动松开导轨连接件5,将下平台结构1和上平台结构2沿着导轨3向上吊出,然后再切割并取出导轨3即可,大大降低了拆卸难度;In the present invention, the guide rail 3 is first welded on the bulkhead and the water tank boss, and then the ship's own ballast water system is used to adjust the front and rear balance of the ship, and then the lower platform structure 1 and the upper platform structure 2 are lowered along the guide rail 3 to the The water tank boss, and finally use the guide rail connector 5 to rotate the locking guide rail 3 to realize the fixed connection between the raised platform and the bulkhead and the water tank boss. The whole installation process does not require hot operation, so as to avoid the burning of the pulp bales. When the situation occurs, there is no need for large-area welding, the installation is more convenient, and the installation efficiency is improved. Moreover, when the height-increasing platform needs to be disassembled, it is only necessary to turn and loosen the guide rail connector 5, and the lower platform structure 1 and the upper platform structure 2 along the guide rails. 3. Lift it up, then cut and take out the guide rail 3, which greatly reduces the difficulty of disassembly;

而从62000吨纸浆船装载POTOCEL纸浆的情况来看,POTOCEL纸浆的高度规格为1.87m,装完2层纸浆包后周围纸浆包高度为3.74m,高于水柜凸台,由于下平台结构1和上平台结构2的高度均为0.35m,因此只需在水柜凸台上单独布置下平台结构1即可满足与装完2层POTOCEL纸浆后周围纸浆包高度大致一致,使用状态如图2所示,因此也可保证在第2层POTOCEL纸浆上继续装载纸浆包,纸浆包的整体仍然保持水平,从而提高了装载效率,也避免了因纸浆包高低不平而导致吊梁的钢丝和钩头直接与舱壁接触,进而降低了钢丝磨断的风险,提高了装载的安全性;From the situation of the 62,000-ton pulp ship loading POTOCEL pulp, the height specification of POTOCEL pulp is 1.87m. After the two layers of pulp bales are loaded, the height of the surrounding pulp bales is 3.74m, which is higher than the water tank boss. Due to the lower platform structure 1 The height of the upper platform structure 2 and the upper platform structure 2 are both 0.35m, so it is only necessary to arrange the lower platform structure 1 on the water tank boss to be roughly the same as the height of the surrounding pulp bales after the two layers of POTOCEL pulp are installed. The use state is shown in Figure 2. Therefore, it can also ensure that the pulp bales continue to be loaded on the second layer of POTOCEL pulp, and the overall pulp bales remain horizontal, thereby improving the loading efficiency, and avoiding the steel wires and hook heads of the lifting beam caused by the unevenness of the pulp bales. Direct contact with the bulkhead, thereby reducing the risk of wire breakage and improving loading safety;

因此可根据不同高度的纸浆包以灵活调节增高平台高度,根据不同高度的纸浆包可将下平台结构1单独放置在水柜凸台上使用,也可在下平台结构1的基础上叠放上平台结构2,并通过平台连接件6固定连接以使用,也可通过将上平台结构2从下平台结构1上方拆卸,以使下平台结构1单独使用;其中,当从上平台结构2与下平台结构1叠放使用减少到下平台结构1单独使用时,具体是从下平台结构1和上平台结构2上拆卸平台连接件6,再使用吊机通过起吊眼环4吊离上平台结构2即可,体现了上平台结构2通过平台连接件6可拆卸式固定在下平台结构1的上方,使得本发明的增高平台可满足多种规格的纸浆包在装卸过程中始终保持水平的要求;Therefore, the height of the raised platform can be flexibly adjusted according to the pulp bales of different heights. According to the pulp bales of different heights, the lower platform structure 1 can be placed on the water tank boss alone for use, or the upper platform can be stacked on the basis of the lower platform structure 1. The structure 2 is fixedly connected for use through the platform connector 6, and the upper platform structure 2 can also be disassembled from the top of the lower platform structure 1, so that the lower platform structure 1 can be used alone; The stacking use of the structures 1 is reduced to when the lower platform structure 1 is used alone. Specifically, the platform connectors 6 are disassembled from the lower platform structure 1 and the upper platform structure 2, and then the crane is used to lift off the upper platform structure 2 through the lifting eye ring 4. Yes, it means that the upper platform structure 2 is detachably fixed above the lower platform structure 1 through the platform connector 6, so that the heightened platform of the present invention can meet the requirement that pulp bales of various specifications are always kept horizontal during the loading and unloading process;

下平台结构1和上平台结构2的结构一致,下平台结构1和上平台结构2 均包括薄平台板11、T形梁12、加强筋13和斜支撑筋14,T形梁12纵横交错分布在薄平台板11的底部,以形成方形空心框架,加强筋13分布在薄平台板11底部受较大固定集中力处,斜支撑筋14安装在方形空心框架四周的T形梁12的腹板上,通过计算分析,本实施例的下平台结构1和上平台结构2的结构满足强度要求,且每平方米可承重10t纸浆包。The lower platform structure 1 and the upper platform structure 2 have the same structure. Both the lower platform structure 1 and the upper platform structure 2 include a thin platform plate 11, a T-shaped beam 12, reinforcing ribs 13 and diagonal support ribs 14, and the T-shaped beams 12 are distributed in a crisscross pattern. At the bottom of the thin platform plate 11 to form a square hollow frame, the reinforcing ribs 13 are distributed at the bottom of the thin platform plate 11 where the fixed concentration force is relatively large, and the diagonal support ribs 14 are installed on the web of the T-shaped beam 12 around the square hollow frame. Above, through calculation and analysis, the structures of the lower platform structure 1 and the upper platform structure 2 in this embodiment meet the strength requirements, and each square meter can bear 10t pulp bales.

此外,本发明通过多根T形梁12纵横交错分布以达到分解薄平台板11 的板厚,因此可采用板厚较薄的薄平台板11,相对于箱体平台的平台板而言,减轻了重量;而且如图12所示,纵横交错的T形梁12的翼缘形成网格,兼做底板,相对于箱体平台的底板而言,减轻了重量;如图3所示,方形空心框架四周的T形梁12的腹板兼做侧板,以代替箱体的侧板;且T形梁12的纵横交错设置加强了增高平台的结构强度,因此可相对减少方形空心框架内部加强筋 13的数量,从而减轻了增高平台的重量;In addition, the present invention achieves the decomposition of the thickness of the thin platform plate 11 through the crisscross distribution of a plurality of T-shaped beams 12, so a thin platform plate 11 with a thinner plate thickness can be used, which reduces the weight of the platform plate compared to the platform plate of the box platform. And as shown in Figure 12, the flanges of the criss-crossed T-beams 12 form a grid, which doubles as a bottom plate, which reduces the weight compared to the bottom plate of the box platform; as shown in Figure 3, the square hollow The webs of the T-shaped beams 12 around the frame are also used as side plates to replace the side plates of the box body; and the criss-cross arrangement of the T-shaped beams 12 strengthens the structural strength of the heightened platform, so it can relatively reduce the internal reinforcement of the square hollow frame. 13, thereby reducing the weight of the heightened platform;

因此,本发明的下平台结构1和上平台结构2在满足结构强度要求的同时更加轻便安全,从而降低了吊装难度,也避免影响底部水柜凸台的承重,从而减少了不必要的工作风险。Therefore, the lower platform structure 1 and the upper platform structure 2 of the present invention are lighter and safer while meeting the structural strength requirements, thereby reducing the difficulty of hoisting and avoiding affecting the load-bearing of the bottom water tank boss, thereby reducing unnecessary work risks .

更进一步地,在放置下平台结构1和上平台结构2时,需通过吊索具与起吊眼环4连接以吊装下平台结构1和上平台结构2,为了避免起吊眼环4的四周因应力过大而开裂,因此在起吊眼环4受较大固定集中力处设有起吊眼环加强筋41,以提高下平台结构1和上平台结构2的结构强度。Further, when placing the lower platform structure 1 and the upper platform structure 2, it is necessary to connect the lower platform structure 1 and the upper platform structure 2 with the lifting eye ring 4 through a sling. In order to avoid the stress around the lifting eye ring 4 It is too large and cracked, so the lifting eye ring reinforcing rib 41 is provided at the place where the lifting eye ring 4 is subjected to a large fixed concentration force, so as to improve the structural strength of the lower platform structure 1 and the upper platform structure 2 .

更进一步地,导轨3的顶部两侧为斜面设置,斜面设置起到导向作用,可辅助定位安装下平台结构1和上平台结构2。Furthermore, two sides of the top of the guide rail 3 are provided with inclined surfaces, and the inclined surfaces are provided with a guiding function, which can assist in the positioning and installation of the lower platform structure 1 and the upper platform structure 2 .

更进一步地,以下平台结构1为例,下平台结构1在靠近舱壁的两侧侧壁上设有四垫板71,其中两垫板71位于下平台结构1靠近舱壁的转角处,另外两垫板71分别设置在两侧的导向槽31附近,上平台结构2也是同样设置;下平台结构1和上平台结构2分别在八块垫板71上设置防撞块7,每一防撞块7 均有四个螺栓固定在垫板71上,用于有效减少下平台结构1和上平台结构2 吊装过程中与舱壁之间的碰撞和摩擦;且防撞块7磨损严重后可以拆卸更换新的。Further, taking the following platform structure 1 as an example, the lower platform structure 1 is provided with four backing plates 71 on both side walls close to the bulkhead, wherein the two backing plates 71 are located at the corners of the lower platform structure 1 near the bulkhead, and in addition The two backing plates 71 are respectively arranged near the guide grooves 31 on both sides, and the upper platform structure 2 is also arranged in the same way; the lower platform structure 1 and the upper platform structure 2 are respectively provided with anti-collision blocks 7 on the eight backing plates 71. Block 7 is fixed on the backing plate 71 by four bolts, which is used to effectively reduce the collision and friction between the lower platform structure 1 and the upper platform structure 2 and the bulkhead during the hoisting process; and the anti-collision block 7 can be disassembled after serious wear and tear Replace with new one.

更进一步地,薄平台板11的顶面上设有吊环安装槽42,起吊眼环4埋设在吊环安装槽42中,从而使得起吊眼环4的顶面与薄平台板11的顶面齐平,从而避免起吊眼环4凸出薄平台板11而影响此处的纸浆包装载的稳定性。Further, a lifting ring mounting groove 42 is provided on the top surface of the thin platform plate 11, and the lifting eye ring 4 is embedded in the lifting ring mounting groove 42, so that the top surface of the lifting eye ring 4 is flush with the top surface of the thin platform plate 11. , so as to prevent the lifting eye ring 4 from protruding from the thin platform plate 11 and affecting the stability of the pulp package here.

更进一步地,以下平台结构1为例,下平台结构1在导向槽31的外侧设有导轨连接件定位板51,导轨连接件定位板51和导向槽31的外侧槽壁上贯设有第一安装孔52;Further, taking the following platform structure 1 as an example, the lower platform structure 1 is provided with a guide rail connector positioning plate 51 on the outer side of the guide groove 31, and the guide rail connector positioning plate 51 and the outer groove wall of the guide groove 31 are provided with a first mounting hole 52;

导轨连接件5包括第一螺栓53和第一元宝螺母54,第一螺栓53从导轨连接件定位板51的上方贯穿在第一安装孔52中,且第一螺栓53的末端设有锁紧块55,第一安装孔52包括贯穿在第一螺栓53螺杆外侧的安装孔和贯穿在第一螺栓53末端锁紧块55外侧的限位孔521,限位孔521位于导向槽31的外侧槽壁上;当下平台结构1要套设在导轨3外侧时,先在导轨连接件定位板51 的上方逆时针转动第一螺栓53,直至第一螺栓53末端锁紧块55完全拧至导向槽31外侧槽壁的限位孔521中,以免锁紧块55凸出导向槽31外侧槽壁而触碰到导轨3,如图8所示;当下平台结构1对准导轨3下滑落至水柜凸台上后,顺时针旋转第一螺栓53,以使第一螺栓53末端的锁紧块55穿出限位孔521,伸入导向槽31,继续转动第一螺栓53,缩小锁紧块55与导向槽31的内侧槽壁的间距,直至锁紧块55与导向槽31的内侧槽壁分别抵设在导轨3的两侧,从而实现锁紧导轨3,如图9所示;此外,在第一螺栓53外侧套设有第一元宝螺母54,且第一元宝螺母54位于第一安装孔52的上方,因此最后可通过拧紧第一元宝螺母54以使第一元宝螺母54卡设在第一安装孔52处,从而避免第一螺栓53滑动;在上平台结构2中也有同样的设置。The guide rail connector 5 includes a first bolt 53 and a first ingot nut 54. The first bolt 53 penetrates through the first mounting hole 52 from above the guide rail connector positioning plate 51, and the end of the first bolt 53 is provided with a locking block 55. The first mounting hole 52 includes a mounting hole penetrating the outer side of the screw rod of the first bolt 53 and a limiting hole 521 penetrating the outer side of the locking block 55 at the end of the first bolt 53, and the limiting hole 521 is located on the outer groove wall of the guide groove 31. Up; when the lower platform structure 1 is to be set on the outside of the guide rail 3, first turn the first bolt 53 counterclockwise above the guide rail connector positioning plate 51 until the locking block 55 at the end of the first bolt 53 is completely screwed to the outside of the guide groove 31 In the limit hole 521 of the groove wall, to prevent the locking block 55 from protruding from the outer groove wall of the guide groove 31 and touching the guide rail 3, as shown in Figure 8; the current platform structure 1 is aligned with the guide rail 3 and slides down to the water tank boss After mounting, rotate the first bolt 53 clockwise, so that the locking block 55 at the end of the first bolt 53 passes through the limit hole 521 and extends into the guide groove 31, and continues to rotate the first bolt 53 to shrink the locking block 55 and the guide The distance between the inner groove walls of the groove 31 is adjusted until the locking block 55 and the inner groove walls of the guide groove 31 are respectively abutted on both sides of the guide rail 3, so as to realize the locking of the guide rail 3, as shown in FIG. 9; The first ingot nut 54 is sleeved on the outer side of the bolt 53, and the first ingot nut 54 is located above the first installation hole 52. Therefore, finally, the first ingot nut 54 can be clamped on the first installation by tightening the first ingot nut 54. hole 52, so as to prevent the first bolt 53 from sliding; the same arrangement is also provided in the upper platform structure 2.

更进一步地,下平台结构1和上平台结构2上贯设有多个安装结构61,安装结构61上贯设有第二安装孔62;具体地,安装结构61分别位于下平台结构1和上平台结构2远离舱壁的两侧上,如图10所示,安装结构61包括设于下平台结构1的薄平台板11与T形梁翼缘之间的下平台连接件定位板661、设于上平台结构2的薄平台板11与T形梁翼缘之间的上平台连接件定位板662,上平台连接件定位板662、上平台结构2底部T形梁翼缘和下平台连接件定位板661上均对应设置有安装孔,此多个安装孔连通形成第二安装孔62;Further, the lower platform structure 1 and the upper platform structure 2 are provided with a plurality of mounting structures 61, and the mounting structures 61 are provided with second mounting holes 62; On the two sides of the platform structure 2 away from the bulkhead, as shown in FIG. 10 , the installation structure 61 includes a lower platform connecting piece positioning plate 661 arranged between the thin platform plate 11 of the lower platform structure 1 and the T-beam flange. The upper platform connecting piece positioning plate 662 between the thin platform plate 11 of the platform structure 2 and the T-shaped beam flange, the upper platform connecting piece positioning plate 662, the T-shaped beam flange at the bottom of the upper platform structure 2 and the lower platform connecting piece positioning plate 661 are all corresponding installation holes are provided, and the plurality of installation holes communicate with each other to form a second installation hole 62;

平台连接件6包括第二螺栓63和第二元宝螺母64,第二螺栓63贯穿在第二安装孔62中,且第二螺栓63的末端设有锁头65,而下平台连接件定位板 661的底部设有卡槽663,卡槽663为十字槽,因此当上平台结构2叠放在下平台结构1的上方,且上下对齐时,将第二螺栓63从上平台结构2插入第二安装孔62中,直至第二螺栓63末端的锁头65穿出下平台连接件定位板661 即第二安装孔62底部时,通过90°旋转第二螺栓63,以使第二螺栓63末端的锁头65卡设在卡槽663中;且由于第二元宝螺母64套设在第二螺栓63外侧,且第二元宝螺母64位于第二安装孔62的上方,因此可通过旋转第二元宝螺母64,以使第二元宝螺母64锁紧在第二安装孔62处,如图10所示,使得第二螺栓63不易滑动,此时,下平台结构1和上平台结构2固定连接;当需从上平台结构2与下平台结构1叠放使用减少到下平台结构1单独使用时,先反向旋转第二元宝螺母64以使第二螺栓63可转动,再反向90°旋转第二螺栓 63,以使第二螺栓63末端的锁头65脱离卡槽663,并经第二安装孔62拆卸,再使用吊机通过起吊眼环4吊离上平台结构2即可。The platform connector 6 includes a second bolt 63 and a second ingot nut 64. The second bolt 63 penetrates through the second mounting hole 62, and the end of the second bolt 63 is provided with a lock head 65, and the lower platform connector positioning plate 661 There is a card slot 663 at the bottom of the device, and the card slot 663 is a cross slot, so when the upper platform structure 2 is stacked above the lower platform structure 1 and is aligned up and down, insert the second bolt 63 from the upper platform structure 2 into the second installation hole 62, until the lock head 65 at the end of the second bolt 63 passes through the lower platform connecting piece positioning plate 661, that is, when the bottom of the second installation hole 62, rotate the second bolt 63 by 90°, so that the lock head at the end of the second bolt 63 65 is clamped in the slot 663; and since the second ingot nut 64 is sleeved on the outside of the second bolt 63, and the second ingot nut 64 is located above the second installation hole 62, the second ingot nut 64 can be rotated by rotating the second ingot nut 64. The second ingot nut 64 is locked at the second mounting hole 62, as shown in FIG. 10, so that the second bolt 63 is not easy to slide. At this time, the lower platform structure 1 and the upper platform structure 2 are fixedly connected; When the platform structure 2 and the lower platform structure 1 are stacked together to reduce the use of the lower platform structure 1 alone, firstly rotate the second ingot nut 64 in the opposite direction to make the second bolt 63 rotate, and then rotate the second bolt 63 in the opposite direction by 90°. The locking head 65 at the end of the second bolt 63 can be disengaged from the locking groove 663 and disassembled through the second mounting hole 62 , and then the crane can be used to lift off the upper platform structure 2 through the lifting eye ring 4 .

本发明还提供了一种可吊离式增高平台的设计方法,包括以下步骤:The present invention also provides a method for designing a detachable height-enhancing platform, comprising the following steps:

步骤1,下平台结构1和上平台结构2的组成,将T形梁12纵横交错分布在所述薄平台板11的底部,以形成方形空心框架;在所述薄平台板11底部受较大固定集中力处设置加强筋13;且在所述方形空心框架四周的T形梁12 的腹板上设置斜支撑筋14;Step 1, the composition of the lower platform structure 1 and the upper platform structure 2, the T-beams 12 are distributed in a crisscross pattern at the bottom of the thin platform plate 11 to form a square hollow frame; Reinforcing ribs 13 are arranged at the fixed concentrated force; and diagonal support ribs 14 are arranged on the webs of the T-beams 12 around the square hollow frame;

步骤2,将下平台结构1和上平台结构2的模型导入有限元软件,定义结构的材料属性,具体选用钢材Q355,弹性模量为2.06E5MPa,屈服强度δ为355MPa,根据脆性材料计算公式δ1=0.9δ计算得出许用应力δ1为319.5MPa;通过有限元软件对下平台结构1和上平台结构2模型进行静力学分析和模型分析,获取下平台结构1和上平台结构2的等效应力变形云图,得出本实施例的最大的应力为63.6MPa,63.6MPa小于319.5MPa,因此确定下平台结构1和上平台结构2的最大应力|δ2|小于许用应力|δ1|,即可确定下平台结构1和上平台结构2的强度和刚度满足强度要求;Step 2, import the models of the lower platform structure 1 and the upper platform structure 2 into the finite element software, and define the material properties of the structure. Specifically, steel Q355 is selected, the elastic modulus is 2.06E5MPa, and the yield strength δ is 355MPa. According to the brittle material calculation formula δ 1 = 0.9δ Calculated, the allowable stress δ1 is 319.5MPa ; static analysis and model analysis are carried out on the lower platform structure 1 and upper platform structure 2 through finite element software, and the lower platform structure 1 and upper platform structure 2 are obtained. Equivalent stress deformation cloud diagram, it is concluded that the maximum stress of this embodiment is 63.6MPa, and 63.6MPa is less than 319.5MPa, so it is determined that the maximum stress |δ 2 | of the lower platform structure 1 and the upper platform structure 2 is less than the allowable stress |δ 1 |, it can be determined that the strength and stiffness of the lower platform structure 1 and the upper platform structure 2 meet the strength requirements;

若|δ2|>|δ1|,则调整下平台结构1和上平台结构2重新计算最大应力δ2,直到|δ2|≤|δ1|,最终确定满足强度要求的下平台结构1和上平台结构2If |δ 2 |>|δ 1 |, adjust the lower platform structure 1 and the upper platform structure 2 and recalculate the maximum stress δ 2 until |δ 2 |≤|δ 1 |, and finally determine the lower platform structure 1 that meets the strength requirements and upper platform structure 2

步骤3,在下平台结构1和上平台结构2的顶面上分别设置用于协助吊装下平台结构1或上平台结构2的起吊眼环4,且在起吊眼环4受较大固定集中力处设置起吊眼环加强筋41;In step 3, lifting eye rings 4 for assisting the hoisting of the lower platform structure 1 or the upper platform structure 2 are respectively arranged on the top surfaces of the lower platform structure 1 and the upper platform structure 2, and the lifting eye ring 4 is subjected to a larger fixed concentration force. Set the lifting eye ring stiffener 41;

步骤4,在下平台结构1和上平台结构2靠近舱壁的两侧上均贯穿设置导向槽31,在下平台结构1和上平台结构2的导向槽31中穿设用于协助下平台结构1和上平台结构2定位至水柜凸台上的导轨3;Step 4, guide grooves 31 are provided on both sides of the lower platform structure 1 and the upper platform structure 2 close to the bulkhead, and the guide grooves 31 of the lower platform structure 1 and the upper platform structure 2 are drilled to assist the lower platform structure 1 and the upper platform structure 2. The upper platform structure 2 is positioned to the guide rail 3 on the water tank boss;

步骤5,下平台结构1和上平台结构2在导轨3的外侧均设置用于转动锁紧导轨3的导轨连接件5;Step 5, the lower platform structure 1 and the upper platform structure 2 are provided with a guide rail connector 5 on the outer side of the guide rail 3 for rotating and locking the guide rail 3;

步骤6,在下平台结构1和上平台结构2上贯穿设置用于将上平台结构2 可拆卸式固定在下平台结构1的上方的平台连接件6。Step 6 , a platform connector 6 for detachably fixing the upper platform structure 2 on the upper platform of the lower platform structure 1 is disposed through the lower platform structure 1 and the upper platform structure 2 .

其中,本发明通过设置多根T形梁12纵横交错分布以达到分解薄平台板 11的板厚,因此可采用板厚较薄的薄平台板11,相对于箱体平台的平台板而言,减轻了重量;而且如图12所示,纵横交错的T形梁12的翼缘形成网格,兼做底板,相对于箱体平台的底板而言,减轻了重量;如图3所示,方形空心框架四周的T形梁12的腹板兼做侧板,以代替箱体的侧板;且T形梁12的纵横交错设置加强了增高平台的结构强度,因此可相对减少方形空心框架内部加强筋13的设置,从而减轻了增高平台的重量;因此本发明设置的下平台结构 1和上平台结构2在满足结构强度要求的同时更加轻便安全,从而降低了吊装难度,也避免影响底部水柜凸台的承重,从而减少了不必要的工作风险;Among them, in the present invention, a plurality of T-shaped beams 12 are arranged in a crisscross pattern to achieve the decomposition of the thickness of the thin platform plate 11, so a thin platform plate 11 with a thinner plate thickness can be used. Compared with the platform plate of the box platform, The weight is reduced; and as shown in Figure 12, the flanges of the crisscrossed T-beams 12 form a grid, which doubles as a bottom plate, which reduces the weight relative to the bottom plate of the box platform; as shown in Figure 3, the square The webs of the T-shaped beams 12 around the hollow frame are also used as side plates to replace the side plates of the box body; and the crisscross arrangement of the T-shaped beams 12 strengthens the structural strength of the heightened platform, so it can relatively reduce the internal reinforcement of the square hollow frame. The arrangement of the ribs 13 reduces the weight of the heightened platform; therefore, the lower platform structure 1 and the upper platform structure 2 provided by the present invention are lighter and safer while meeting the structural strength requirements, thereby reducing the difficulty of hoisting and avoiding affecting the bottom water tank. The bearing of the boss, thereby reducing unnecessary work risks;

本发明的下平台结构1和上平台结构2满足轻量化,因此有限元分析为下平台结构1和上平台结构2的轻量化提供理论依据;The lower platform structure 1 and the upper platform structure 2 of the present invention satisfy the light weight, so the finite element analysis provides a theoretical basis for the lightweight of the lower platform structure 1 and the upper platform structure 2;

在下平台结构1和上平台结构2的顶面上分别设置起吊眼环4,其中下平台结构1上的起吊眼环4用于协助吊装下平台结构1,而上平台结构2上的起吊眼环4用于协助吊装上平台结构2;在起吊眼环4受较大固定集中力处设置起吊眼环加强筋41,可避免起吊眼环4的四周因应力过大而开裂,从而提高下平台结构1和上平台结构2的结构强度;Lifting eye rings 4 are respectively provided on the top surfaces of the lower platform structure 1 and the upper platform structure 2, wherein the lifting eye ring 4 on the lower platform structure 1 is used to assist in hoisting the lower platform structure 1, and the lifting eye ring on the upper platform structure 2 4 is used to assist in hoisting the upper platform structure 2; the lifting eye ring reinforcing rib 41 is set at the place where the lifting eye ring 4 is subjected to a large fixed concentration force, which can prevent the surrounding of the lifting eye ring 4 from cracking due to excessive stress, thereby improving the lower platform structure. 1 and the structural strength of the upper platform structure 2;

在下平台结构1和上平台结构2靠近舱壁的两侧上均贯穿设置导向槽31,在下平台结构1和上平台结构2的导向槽31中穿设导轨3,由于导轨3是先固定在舱壁和水柜凸台上的,因此当下平台结构1和上平台结构2的导向槽31 套设在导轨3外侧时,即可实现将下平台结构1和上平台结构2放置在水柜凸台上的对应位置,即导轨3可协助下平台结构1和上平台结构2的定位;而且,下平台结构1和上平台结构2在导轨3的外侧均设置导轨连接件5,通过导轨连接件5可转动锁紧导轨3,以使增高平台固定在水柜凸台上,无需动火操作,以可避免纸浆包燃烧的情况发生,也无需大面积焊接,安装更加便捷;Guide grooves 31 are provided on both sides of the lower platform structure 1 and the upper platform structure 2 close to the bulkhead, and guide rails 3 are penetrated in the guide grooves 31 of the lower platform structure 1 and the upper platform structure 2. Since the guide rails 3 are first fixed in the cabin Therefore, when the guide grooves 31 of the lower platform structure 1 and the upper platform structure 2 are sleeved on the outside of the guide rail 3, the lower platform structure 1 and the upper platform structure 2 can be placed on the water tank boss. The corresponding position on the upper, that is, the guide rail 3 can assist the positioning of the lower platform structure 1 and the upper platform structure 2; The locking guide rail 3 can be rotated to fix the raised platform on the boss of the water tank without hot operation, so as to avoid the burning of the pulp bales, and no need for large-area welding, so the installation is more convenient;

本发明通过设置平台连接件6以将上平台结构2可拆卸式固定在下平台结构1的上方,以实现增高平台高度可灵活调节,降低因不同尺寸的纸浆包造成的纸浆包配载高度不一致带来的货损风险,使得满足多种规格的纸浆包在舱内保持水平的要求;In the present invention, the upper platform structure 2 is detachably fixed above the lower platform structure 1 by arranging the platform connecting piece 6, so that the height of the raised platform can be flexibly adjusted, and the inconsistency in the loading height of pulp bales caused by pulp bales of different sizes is reduced. The risk of cargo damage, so that the pulp bales of various specifications can be kept level in the tank;

本发明通过在水柜凸台上放置增高平台,以使纸浆包装卸过程中,纸浆包整体能够保持水平,使得满足满吊操作,提高装卸效率,也避免了吊梁的钢丝和钩头直接与舱壁接触,降低了钢丝磨断的风险,提高装卸的安全性。In the present invention, a raised platform is placed on the boss of the water tank, so that during the pulp packing and unloading process, the pulp bale can be kept horizontal as a whole, so that the full lifting operation is satisfied, the loading and unloading efficiency is improved, and the steel wire and the hook head of the lifting beam are prevented from being directly connected with each other. The bulkhead contact reduces the risk of wire breakage and improves the safety of loading and unloading.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the scope of the present invention. within the scope of protection.

Claims (9)

1.一种可吊离式增高平台,其特征在于,1. a lifting platform that can be lifted off, is characterized in that, 包括下平台结构(1)、上平台结构(2)和固定在舱壁和水柜凸台上的导轨(3),所述下平台结构(1)和上平台结构(2)的顶面上均设有用于协助吊装的起吊眼环(4);所述下平台结构(1)和上平台结构(2)在靠近舱壁的两侧上均贯设有导向槽(31),所述下平台结构(1)和上平台结构(2)分别通过所述导向槽(31)套设在所述导轨(3)上,所述下平台结构(1)和上平台结构(2)在所述导轨(3)的一侧均设有用于转动锁紧所述导轨(3)的导轨连接件(5);所述上平台结构(2)通过平台连接件(6)可拆卸式固定在所述下平台结构(1)的上方;It comprises a lower platform structure (1), an upper platform structure (2) and a guide rail (3) fixed on the bulkhead and the water tank boss, and the top surfaces of the lower platform structure (1) and the upper platform structure (2) Both are provided with hoisting eye rings (4) for assisting hoisting; the lower platform structure (1) and the upper platform structure (2) are provided with guide grooves (31) on both sides close to the bulkhead, and the lower platform structure (1) and the upper platform structure (2) are provided with guide grooves (31). The platform structure (1) and the upper platform structure (2) are respectively sleeved on the guide rails (3) through the guide grooves (31), and the lower platform structure (1) and the upper platform structure (2) are mounted on the guide rails (3). One side of the guide rail (3) is provided with a guide rail connector (5) for rotating and locking the guide rail (3); the upper platform structure (2) is detachably fixed on the Above the lower platform structure (1); 所述下平台结构(1)和上平台结构(2)均包括薄平台板(11)、T形梁(12)、加强筋(13)和斜支撑筋(14),所述T形梁(12)纵横交错分布在所述薄平台板(11)的底部,以形成方形空心框架,所述加强筋(13)分布在所述薄平台板(11)的底部,所述斜支撑筋(14)安装在所述方形空心框架四周的所述T形梁(12)的腹板上。The lower platform structure (1) and the upper platform structure (2) both include a thin platform plate (11), a T-shaped beam (12), reinforcing ribs (13) and diagonal support ribs (14). 12) The bottom of the thin platform plate (11) is crisscrossed and distributed to form a square hollow frame, the reinforcing ribs (13) are distributed on the bottom of the thin platform plate (11), and the diagonal support ribs (14) ) are mounted on the webs of the T-beams (12) around the square hollow frame. 2.根据权利要求1所述的可吊离式增高平台,其特征在于,2. The lifting platform according to claim 1, characterized in that, 在所述起吊眼环(4)处设有起吊眼环加强筋(41)。A lifting eye ring reinforcing rib (41) is provided at the lifting eye ring (4). 3.根据权利要求1所述的可吊离式增高平台,其特征在于,3. The lifting platform according to claim 1, characterized in that, 所述导轨(3)的顶部两侧为斜面设置。Both sides of the top of the guide rail (3) are provided with inclined planes. 4.根据权利要求1所述的可吊离式增高平台,其特征在于,4. The liftable platform according to claim 1, characterized in that, 所述下平台结构(1)和上平台结构(2)在靠近舱壁的两侧侧壁上均设有多个防撞块(7)。The lower platform structure (1) and the upper platform structure (2) are provided with a plurality of anti-collision blocks (7) on both side walls close to the bulkhead. 5.根据权利要求4所述的可吊离式增高平台,其特征在于,5. The lifting platform according to claim 4, characterized in that, 所述薄平台板(11)的顶面上设有吊环安装槽(42),所述起吊眼环(4)埋设在所述吊环安装槽(42)中。A lifting ring mounting groove (42) is provided on the top surface of the thin platform plate (11), and the lifting eye ring (4) is embedded in the lifting ring mounting groove (42). 6.根据权利要求1所述的可吊离式增高平台,其特征在于,6. The lifting platform according to claim 1, characterized in that, 所述下平台结构(1)和上平台结构(2)在所述导向槽(31)的外侧设有导轨连接件定位板(51),所述导轨连接件定位板(51)和所述导向槽(31)的外侧槽壁上贯设有第一安装孔(52),所述导轨连接件(5)包括第一螺栓(53)和第一元宝螺母(54),所述第一螺栓(53)活动贯穿在所述第一安装孔(52)中,且所述第一螺栓(53)的末端设有锁紧块(55),通过转动所述第一螺栓(53)以使所述锁紧块(55)伸入所述导向槽(31)中锁紧所述导轨(3),所述第一元宝螺母(54)活动套设在第一螺栓(53)外侧,且位于所述第一安装孔(52)的上方。The lower platform structure (1) and the upper platform structure (2) are provided with a guide rail connector positioning plate (51) on the outer side of the guide groove (31), the guide rail connector positioning plate (51) and the guide The outer groove wall of the groove (31) is provided with a first installation hole (52), the guide rail connecting piece (5) includes a first bolt (53) and a first ingot nut (54), the first bolt ( 53) The movement runs through the first installation hole (52), and the end of the first bolt (53) is provided with a locking block (55). The locking block (55) extends into the guide groove (31) to lock the guide rail (3), the first ingot nut (54) is movably sleeved on the outside of the first bolt (53), and is located in the above the first mounting hole (52). 7.根据权利要求1所述的可吊离式增高平台,其特征在于,7. The detachable raised platform according to claim 1 is characterized in that, 所述下平台结构(1)和上平台结构(2)上贯设有多个安装结构(61),所述安装结构(61)上贯设有第二安装孔(62),所述平台连接件(6)包括第二螺栓(63)和第二元宝螺母(64),第二螺栓(63)可拆卸式贯穿在所述第二安装孔(62)中,且第二螺栓(63)的末端设有锁头(65),所述锁头(65)可卡设在所述第二安装孔(62)的底部;所述第二元宝螺母(64)活动套设在所述第二螺栓(63)的外侧,且第二元宝螺母(64)位于所述第二安装孔(62)的上方。The lower platform structure (1) and the upper platform structure (2) are provided with a plurality of mounting structures (61), and the mounting structures (61) are provided with second mounting holes (62), and the platforms are connected to each other. The component (6) includes a second bolt (63) and a second ingot nut (64), the second bolt (63) is detachably penetrated through the second installation hole (62), and the second bolt (63) A lock head (65) is provided at the end, and the lock head (65) can be clamped at the bottom of the second installation hole (62); the second ingot nut (64) is movably sleeved on the second bolt (63), and the second ingot nut (64) is located above the second mounting hole (62). 8.一种可吊离式增高平台的设计方法,其特征在于,包括以下步骤:8. A design method of a lift-off type heightening platform, characterized in that, comprising the following steps: 步骤1,下平台结构(1)和上平台结构(2)的组成:将T形梁(12)纵横交错分布在薄平台板(11)的底部,以形成方形空心框架;在所述薄平台板(11)底部受较大固定集中力处设置加强筋(13);且在所述方形空心框架四周的所述T形梁(12)的腹板上设置斜支撑筋(14);Step 1, the composition of the lower platform structure (1) and the upper platform structure (2): the T-shaped beams (12) are distributed in a crisscross pattern at the bottom of the thin platform plate (11) to form a square hollow frame; Reinforcing ribs (13) are provided at the bottom of the plate (11) where a large fixed concentration force is applied; and diagonal support ribs (14) are provided on the webs of the T-beams (12) around the square hollow frame; 步骤2,对下平台结构(1)和上平台结构(2)进行有限元分析,确定下平台结构(1)和上平台结构(2)的强度和刚度;In step 2, finite element analysis is performed on the lower platform structure (1) and the upper platform structure (2) to determine the strength and stiffness of the lower platform structure (1) and the upper platform structure (2); 步骤3,在所述下平台结构(1)和上平台结构(2)的顶面上分别设置用于协助吊装下平台结构(1)或上平台结构(2)的起吊眼环(4),且在所述起吊眼环(4)受较大固定集中力处设置起吊眼环加强筋(41);In step 3, lifting eye rings (4) for assisting the hoisting of the lower platform structure (1) or the upper platform structure (2) are respectively provided on the top surfaces of the lower platform structure (1) and the upper platform structure (2), And a lifting eye ring reinforcing rib (41) is arranged at the place where the lifting eye ring (4) is subjected to a relatively large fixed concentration force; 步骤4,在所述下平台结构(1)和上平台结构(2)靠近舱壁的两侧上均贯穿设置导向槽(31),在所述下平台结构(1)和上平台结构(2)的所述导向槽(31)中穿设用于协助所述下平台结构(1)和上平台结构(2)定位至水柜凸台上的导轨(3);In step 4, guide grooves (31) are arranged on both sides of the lower platform structure (1) and the upper platform structure (2) close to the bulkhead, and the lower platform structure (1) and the upper platform structure (2) A guide rail (3) for assisting the positioning of the lower platform structure (1) and the upper platform structure (2) to the water tank boss is passed through the guide groove (31) of the ); 步骤5,所述下平台结构(1)和上平台结构(2)在所述导轨(3)的外侧均设置用于转动锁紧所述导轨(3)的导轨连接件(5);Step 5, the lower platform structure (1) and the upper platform structure (2) are provided with guide rail connectors (5) for rotating and locking the guide rails (3) on the outside of the guide rails (3); 步骤6,在所述下平台结构(1)和上平台结构(2)上贯穿设置用于将所述上平台结构(2)可拆卸式固定在所述下平台结构(1)上方的平台连接件(6)。Step 6, a platform connection for detachably fixing the upper platform structure (2) above the lower platform structure (1) is provided through the lower platform structure (1) and the upper platform structure (2) pieces (6). 9.根据权利要求8所述的可吊离式增高平台的设计方法,其特征在于,9. The design method of the detachable height-raising platform according to claim 8, characterized in that, 所述有限元分析的步骤包括:将下平台结构(1)和上平台结构(2)模型导入软件中,定义结构的材料属性,计算许用应力δ1,通过有限元软件对下平台结构(1)和上平台结构(2)模型进行静力学分析和模型分析,获取下平台结构(1)和上平台结构(2)的等效应力变形云图,确定下平台结构(1)和上平台结构(2)的最大应力|δ2|小于许用应力|δ1|。The steps of the finite element analysis include: importing the models of the lower platform structure (1) and the upper platform structure (2) into the software, defining the material properties of the structures, calculating the allowable stress δ 1 , and analyzing the lower platform structure ( 1) Perform static analysis and model analysis with the upper platform structure (2) model, obtain the equivalent stress and deformation cloud diagrams of the lower platform structure (1) and the upper platform structure (2), and determine the lower platform structure (1) and the upper platform structure (2) The maximum stress |δ 2 | is smaller than the allowable stress |δ 1 |.
CN202210894054.1A 2022-07-27 2022-07-27 A lifting platform that can be lifted off and a design method of the same Pending CN115158557A (en)

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WO2014193241A1 (en) * 2013-05-31 2014-12-04 Polotec As Storage structure for storing cargo
WO2017124889A1 (en) * 2016-01-18 2017-07-27 于君 Car parking equipment having lifting and horizontal shifting mechanisms
JP2022001725A (en) * 2020-06-19 2022-01-06 株式会社高橋監理 High floor method
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08239810A (en) * 1995-03-05 1996-09-17 Bridgestone Corp Raising platform structure and execution method thereof
US20080190350A1 (en) * 2005-03-29 2008-08-14 John Giannasca Stackable board platform for marine vessel
WO2014193241A1 (en) * 2013-05-31 2014-12-04 Polotec As Storage structure for storing cargo
WO2017124889A1 (en) * 2016-01-18 2017-07-27 于君 Car parking equipment having lifting and horizontal shifting mechanisms
JP2022001725A (en) * 2020-06-19 2022-01-06 株式会社高橋監理 High floor method
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