CN110203837A - A kind of main loop wheel machine rest arm configuration of Semi-submersible type hoisting platform and lifting platform - Google Patents
A kind of main loop wheel machine rest arm configuration of Semi-submersible type hoisting platform and lifting platform Download PDFInfo
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- CN110203837A CN110203837A CN201910442876.4A CN201910442876A CN110203837A CN 110203837 A CN110203837 A CN 110203837A CN 201910442876 A CN201910442876 A CN 201910442876A CN 110203837 A CN110203837 A CN 110203837A
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- 239000010959 steel Substances 0.000 claims abstract description 11
- 230000035515 penetration Effects 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 10
- 241001669679 Eleotris Species 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 238000005452 bending Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
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Classifications
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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
- B63B27/00—Arrangement of ship-based loading or unloading equipment for cargo or passengers
- B63B27/16—Arrangement of ship-based loading or unloading equipment for cargo or passengers of lifts or hoists
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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
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
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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
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B2035/442—Spar-type semi-submersible structures, i.e. shaped as single slender, e.g. substantially cylindrical or trussed vertical bodies
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Ocean & Marine Engineering (AREA)
- Architecture (AREA)
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- Structural Engineering (AREA)
- Jib Cranes (AREA)
Abstract
Description
技术领域technical field
本发明涉及海洋起重平台领域,具体涉及一种半潜式起重平台主吊机休息臂结构及起重平台。The invention relates to the field of marine lifting platforms, in particular to a rest arm structure of a main crane of a semi-submersible lifting platform and a lifting platform.
背景技术Background technique
半潜式起重平台往往配备有一个或多个主吊机,对于特大型起重能力的主吊机而言,其本身重量较大,一般圆管型主吊机休息臂由于空间原因,不能满足自身的强度要求,故需要一种新型主吊机休息臂结构,用于放置特大型起重能力的主吊机休息臂,保证自身结构不会变形。Semi-submersible lifting platforms are often equipped with one or more main cranes. For the main cranes with extra large lifting capacity, their own weight is relatively large. Due to space reasons, the rest arm of the general circular tube main crane cannot To meet its own strength requirements, a new type of rest arm structure of the main crane is needed, which is used to place the rest arm of the main crane with extra large lifting capacity to ensure that its own structure will not be deformed.
发明内容Contents of the invention
为了解决现有技术中的上述缺陷,本发明提供一种半潜式起重平台主吊机休息臂结构,能够放置特大型起重能力(2200吨)的主吊机臂,同时保证自身强度。In order to solve the above-mentioned defects in the prior art, the present invention provides a rest arm structure of the main crane of the semi-submersible lifting platform, which can place a main crane arm with an extra-large lifting capacity (2,200 tons) while ensuring its own strength.
一种半潜式起重平台主吊机休息臂结构,用于安放主吊机吊臂,包括两个主工字梁、若干连接工字梁和若干支撑圆管,所述两个主工字梁由所述连接工字梁和所述支撑圆管焊接连接;在所述主工字梁上方,焊接有主吊机休息臂槽;所述主工字梁由工字钢焊接连接而成,呈A字形。A rest arm structure of the main crane of a semi-submersible lifting platform, which is used to place the boom of the main crane, including two main I-beams, several connecting I-beams and several supporting circular pipes, the two main I-beams The beam is welded and connected by the connecting I-beam and the supporting circular pipe; above the main I-beam, a main crane rest arm groove is welded; the main I-beam is welded and connected by I-beam, It is A-shaped.
作为优选,所述工字钢包括工字钢1、工字钢2和工字钢3,所述工字钢1的尺寸为H644X600X22X22,所述工字钢2的尺寸为H 650X600X25X35,所述工字钢3的尺寸为H660X600X30X30;所述工字钢通过全熔透的焊接方式连接。上述数值的单位均为mm。As preferably, the I-beam includes I-beam 1, I-beam 2 and I-beam 3, the size of the I-beam 1 is H644X600X22X22, the size of the I-beam 2 is H650X600X25X35, the I-beam The size of the beam 3 is H660X600X30X30; the I-beam is connected by full penetration welding. The units of the above numerical values are mm.
作为优选,所述连接工字梁位于所述主工字梁之间,呈水平放置,与所述主工字梁通过全熔透的焊接方式连接。Preferably, the connecting I-beams are located between the main I-beams, placed horizontally, and connected with the main I-beams by full penetration welding.
优选的,所述支撑圆管布置在所述连接工字梁之间,与所述连接工字梁呈45~55°夹角,所述支撑圆管端部焊接有25mm肘板,通过肘板与连接工字梁和主工字梁连接。Preferably, the supporting round pipe is arranged between the connecting I-beams, forming an included angle of 45-55° with the connecting I-beams, and the ends of the supporting round pipes are welded with 25mm brackets, and through the brackets Connect with connecting I-beam and main I-beam.
优选的,所述主吊机休息臂槽呈“U”型,由不同厚度的钢板拼接而成,“U”型底部为箱型结构,由35mm,25mm和20mm钢板组成,通过全熔透方式焊接;“U”型两侧同样为箱型结构,由15mm和20mm钢板组成,通过全熔透方式焊接;“U”型内部设置有枕木。Preferably, the rest arm groove of the main crane is in a "U" shape, which is spliced by steel plates of different thicknesses. The bottom of the "U" shape is a box structure, which is composed of 35mm, 25mm and 20mm steel plates. Welding; both sides of the "U" shape are also box-shaped structures, composed of 15mm and 20mm steel plates, welded by full penetration; the "U" shape is equipped with sleepers inside.
本发明还提供一种半潜式起重平台,包括上述任一技术方案中所述的半潜式起重平台主吊机休息臂结构。The present invention also provides a semi-submersible lifting platform, including the rest arm structure of the main crane of the semi-submersible lifting platform described in any one of the above technical solutions.
与现有的吊机休息臂相比,本发明的有益效果是:本发明采用工字梁结构代替原来的圆管结构,增大了主吊机休息臂自身强度,在有限空间内,工字梁结构的强度明显强于圆管结构的强度。Compared with the existing rest arm of the crane, the beneficial effect of the present invention is: the present invention adopts the I-beam structure instead of the original circular tube structure, which increases the strength of the rest arm of the main crane. The strength of the beam structure is significantly stronger than that of the round tube structure.
附图说明Description of drawings
图1为本发明半潜式起重平台主吊机休息臂结构的结构示意图;Fig. 1 is the structural representation of the rest arm structure of the main crane of the semi-submersible lifting platform of the present invention;
图2为本发明一实施例的工字梁正视图;Fig. 2 is a front view of an I-beam according to an embodiment of the present invention;
图3为图1中B-B剖面的示意图;Fig. 3 is the schematic diagram of B-B section among Fig. 1;
图4为图1中C-C剖面的示意图;Fig. 4 is the schematic diagram of C-C section among Fig. 1;
图5为本发明半潜式起重平台主吊机休息臂结构中“U”型槽结构的局部示意图;Fig. 5 is a partial schematic diagram of the "U"-shaped groove structure in the rest arm structure of the main crane of the semi-submersible lifting platform of the present invention;
图6为图5中D-D剖面的示意图;Fig. 6 is the schematic diagram of D-D section in Fig. 5;
图7为图5中E-E剖面的示意图;Fig. 7 is the schematic diagram of E-E section among Fig. 5;
图8为本发明半潜式起重平台主吊机休息臂结构在使用状态下的示意图。Fig. 8 is a schematic diagram of the rest arm structure of the main crane of the semi-submersible lifting platform of the present invention in use.
附图标记说明:Explanation of reference signs:
1-1为工字钢1、 1-2为工字钢2、 1-3为工字钢3、 2-1为连接工字钢1,2-2为连接工字钢2,3-1为支撑圆管,4-1为“U”型槽结构,4-2为枕木,5为主吊机吊臂。1-1 is I-beam 1, 1-2 is I-beam 2, 1-3 is I-beam 3, 2-1 is connecting I-beam 1, 2-2 is connecting I-beam 2, 3-1 For supporting the round pipe, 4-1 is a "U" groove structure, 4-2 is a sleeper, and 5 is the boom of the main crane.
具体实施方式Detailed ways
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.
本实施例所述的是一种半潜式起重平台主吊机休息臂结构,用以安放主吊机吊臂。如图1所示,包括两个主工字梁,二者相对而立,通过若干连接工字梁和若干支撑圆管焊接连接在一起。主工字梁的上方设有主吊机休息臂槽,用于盛放主吊机休息臂。What this embodiment describes is a rest arm structure of the main crane of the semi-submersible lifting platform, which is used to place the boom of the main crane. As shown in Figure 1, it includes two main I-beams, which stand opposite to each other, and are connected together by welding a number of connecting I-beams and a number of supporting round pipes. The top of the main I-beam is provided with a rest arm groove of the main crane for holding the rest arm of the main crane.
主工字梁共计两组,连接呈A字形,由工字钢焊接而成,如图1-图7所示。工字钢的尺寸大小不一,下部采用较粗的工字钢,上面的较细。图中工字钢1的尺寸为H644X600X22X22(EQ51),工字钢2的尺寸为H 650X600X25X35(EH36),工字钢3的尺寸为H660X600X30X30(EQ51),此处的单位均为mm。此处尺寸仅为举例说明,并非限制工字钢的尺寸,具体可根据需要改变尺寸大小。连接A字形两个斜边的采用较细的工字钢1,所有工字钢都通过全熔透的焊接方式连接。There are two sets of main I-beams, which are connected in an A-shape and welded by I-beams, as shown in Figures 1-7. The size of the I-beam is different, the lower part adopts the thicker I-beam, and the upper one is thinner. In the figure, the size of I-beam 1 is H644X600X22X22 (EQ51), the size of I-beam 2 is H 650X600X25X35 (EH36), and the size of I-beam 3 is H660X600X30X30 (EQ51). The units here are mm. The dimensions here are for illustration only, and are not intended to limit the dimensions of the I-beam, and the dimensions can be changed as required. The thinner I-beam 1 is used to connect the two hypotenuses of the A-shape, and all I-beams are connected by full penetration welding.
参考图3,以及图4,两个主工字梁之间通过连接工字梁和支撑圆管焊接连接。其中,连接工字梁位于主工字梁之间,呈水平布置,与主工字梁通过全熔透的焊接方式连接。连接工字梁可采用不同尺寸,但都是水平放置,两头分别连接两个主工字梁。Referring to Fig. 3 and Fig. 4, the two main I-beams are connected by welding the connecting I-beams and supporting circular pipes. Among them, the connecting I-beams are located between the main I-beams, arranged horizontally, and connected with the main I-beams through full penetration welding. The connecting I-beams can be of different sizes, but they are all placed horizontally, and the two ends are respectively connected to two main I-beams.
支撑圆管布置在连接工字梁之间,与所述连接工字梁呈45~55°夹角,两侧夹角略微差别以配合设置增大了主吊机休息臂。支撑圆管的端部焊接有25mm肘板,其通过肘板与连接工字梁和主工字梁连接,以增加整个结构的牢固性。尤其,所述的肘板包括贴合工字钢1以及连接工字钢之间的直角边,所述直角边的对侧设置有若干个弧形凹槽,其中中间的凹槽开口配合支撑圆管3-1的直径,两侧连接直角边的凹槽能够有效将三种金属结构之间的受力均匀的传导至主体结构的工字钢。或者,在不连接所述支撑圆管3-1的部位,该处所设置的肘板,其中所述的弧形的数量也可设置为一个,以减轻结构重量。The supporting round pipe is arranged between the connecting I-beams, forming an included angle of 45~55° with the connecting I-beams, and the included angles on both sides are slightly different to match the setting to increase the rest arm of the main crane. A 25mm bracket is welded at the end of the supporting circular tube, which is connected to the connecting I-beam and the main I-beam through the bracket to increase the firmness of the entire structure. In particular, the toggle plate includes a right-angled side that fits the I-beam 1 and connects the I-beam. The opposite side of the right-angled side is provided with several arc-shaped grooves, and the opening of the groove in the middle matches the supporting circle. The diameter of the pipe 3-1 and the grooves connecting the right-angle sides on both sides can effectively transmit the force between the three metal structures to the I-beam of the main structure evenly. Alternatively, at the part not connected to the supporting circular pipe 3-1, the bracket provided there, wherein the number of the arc can also be set to one, so as to reduce the structural weight.
参考图5、图6以及图7,在一种具体的实现方式下,所述主工字梁的上方,还可焊接有主吊机休息臂槽。所述的主吊机休息臂槽4-1呈“U”型,由不同厚度的钢板拼接而成,“U”型底部为箱型结构,由35mm、25mm和20mm规格的钢板组成,通过全熔透方式焊接;“U”型两侧同样为箱型结构,由15mm和20mm规格的钢板组成,通过全熔透方式焊接;“U”型内部设置有枕木4-2,用于对于安放主吊机臂起到缓冲的作用。其中,“U”型的底部接近弯折部位的钢板选择较厚的材质。Referring to Fig. 5, Fig. 6 and Fig. 7, in a specific implementation manner, a rest arm slot of the main crane may also be welded above the main I-beam. The rest arm groove 4-1 of the main crane is in a "U" shape and is formed by splicing steel plates of different thicknesses. The two sides of the "U" shape are also box-shaped structures, which are composed of 15mm and 20mm steel plates, and are welded by full penetration; the "U" shape is equipped with sleepers 4-2 for placing the main body. The crane arm acts as a buffer. Among them, the steel plate at the bottom of the "U" shape close to the bending part should be made of thicker material.
在一种实现方式下,“U”型结构底部的箱型结构,其厚度方向可设置为图6下部或图7所示的梯形结构。梯形结构下底面宽于上部,可更加稳定的承受主吊机臂的重量并保持稳定,通过其较为宽大的下部对主吊机臂力量进行均匀的传导。如此能够使得本发明结构更为稳定。In an implementation manner, the thickness direction of the box-shaped structure at the bottom of the "U"-shaped structure can be set as a trapezoidal structure as shown in the lower part of FIG. 6 or in FIG. 7 . The lower bottom of the trapezoidal structure is wider than the upper part, which can more stably bear the weight of the main crane arm and keep it stable, and evenly transmit the force of the main crane arm through its relatively wide lower part. This can make the structure of the present invention more stable.
其中,所述的枕木4-2可沿所述“U”型槽壁表面设置为L型结构。其下部通过若干连接固定结构连接至“U”型结构底部的箱型结构上表面。其侧部通过类似的连接固定结构连接至“U”型结构侧部的结构的内侧表面。连接固定结构为实现将枕木稳固的固定于主吊机休息臂槽4-1内壁的弯折位置,可贯穿所述枕木,将其一端直接连接至枕木后的主吊机休息臂槽4-1内壁。Wherein, the sleeper 4-2 can be arranged in an L-shaped structure along the surface of the "U"-shaped groove wall. Its lower part is connected to the upper surface of the box-shaped structure at the bottom of the "U"-shaped structure through several connecting and fixing structures. The sides of which are connected to the inside surface of the structure at the sides of the "U" shaped structure by similar attachment and fixing structures. The connection and fixing structure is to realize the stable fixing of the sleeper on the bending position of the inner wall of the rest arm groove 4-1 of the main crane, which can pass through the sleeper, and directly connect one end of the sleeper to the rest arm groove 4-1 of the main crane behind the sleeper inner wall.
本实施例中所有部件的连接都是通过焊接的方式。All parts are connected by welding in this embodiment.
参考图8所示的使用状态,本发明的主吊机休息臂能够满足2200吨吊机休息臂5的安放,并不破坏吊机休息臂及下放主甲板结构。With reference to the state of use shown in Figure 8, the rest arm of the main crane of the present invention can satisfy the laying of the rest arm 5 of the 2200-ton crane, without destroying the rest arm of the crane and the lowered main deck structure.
与现有的吊机休息臂相比,本实施例采用工字梁结构代替原来的圆管结构,增大了主吊机休息臂自身强度,在有限空间内,工字梁结构的强度会强于圆管结构的强度。Compared with the existing rest arm of the crane, this embodiment adopts the I-beam structure instead of the original circular tube structure, which increases the strength of the rest arm of the main crane. In a limited space, the strength of the I-beam structure will be stronger. The strength of the tube structure.
本发明还提供一种半潜式起重平台,包括上述任一技术方案中所述的半潜式起重平台主吊机休息臂结构。The present invention also provides a semi-submersible lifting platform, including the rest arm structure of the main crane of the semi-submersible lifting platform described in any one of the above technical solutions.
本发明方案所公开的技术手段不仅限于上述实施方式所公开的技术手段,还包括由以上技术特征任意组合所组成的技术方案。The technical means disclosed in the solutions of the present invention are not limited to the technical means disclosed in the above embodiments, but also include technical solutions composed of any combination of the above technical features.
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