CN115610620A - An aluminum alloy hull scaffold guardrail erecting connection support and installation method - Google Patents
An aluminum alloy hull scaffold guardrail erecting connection support and installation method Download PDFInfo
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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
- B63B73/00—Building or assembling vessels or marine structures, e.g. hulls or offshore platforms
- B63B73/60—Building or assembling vessels or marine structures, e.g. hulls or offshore platforms characterised by the use of specific tools or equipment; characterised by automation, e.g. use of robots
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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
- B63B73/00—Building or assembling vessels or marine structures, e.g. hulls or offshore platforms
- B63B73/40—Building or assembling vessels or marine structures, e.g. hulls or offshore platforms characterised by joining methods
- B63B73/43—Welding, e.g. laser welding
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Abstract
Description
技术领域technical field
本申请涉及船舶机械技术领域,尤其涉及一种铝合金船体脚手架护栏搭设连接支座及安装方法。The present application relates to the technical field of ship machinery, in particular to an aluminum alloy hull scaffold guardrail erecting connection support and an installation method.
背景技术Background technique
现有某型智能船舶,由于外观设计需要,艏部上建区域存在较大线型铝制顶棚外板。在分段建造和船台搭载焊接施工,以及舾装件安装施工时存在脚手架护栏搭设困难问题。即现有脚手架为钢管式材质,且铝制顶棚外板线形曲率大,钢管式脚手架无法直接落至顶棚外板表面有效受力。鉴于以上问题,为降本增效,提高脚手架护栏搭设安全性和经济性,需要在铝制船体顶棚外板表面设计安装一种脚手架连接支座,便于钢管式脚手架搭设落点受力。There is a certain type of intelligent ship, due to the appearance design requirements, there is a large linear aluminum ceiling outer plate in the superstructure area of the bow. There are difficulties in setting up scaffolding guardrails in the construction of sections, the welding construction of the berth, and the installation and construction of outfitting parts. That is to say, the existing scaffolding is made of steel pipe, and the outer panel of the aluminum ceiling has a large linear curvature, so the steel pipe scaffolding cannot be directly dropped to the surface of the outer panel of the ceiling to effectively bear the force. In view of the above problems, in order to reduce costs and increase efficiency, and improve the safety and economy of scaffolding guardrails, it is necessary to design and install a scaffold connection support on the surface of the outer plate of the aluminum hull ceiling to facilitate the erection of steel pipe scaffolding.
现有技术问题:目前船体建造过程中临时安全护栏及作业平台的搭设方法主要为两种,一种是在平直的作业面直接放置护栏或平台,另一种是在倾斜作业面通过U型夹马将护栏或平台固定在突起的船体构件上。但该现有某型智能船舶的铝制顶棚外板作业面均为大曲率板,无突起构件,无法安装安全护栏和作业平台。Existing technical problems: At present, there are mainly two methods for erecting temporary safety guardrails and operating platforms during hull construction. One is to place guardrails or platforms directly on the straight working surface, and the other is to pass U-shaped barriers on the inclined working surface. Clamps secure a rail or platform to a protruding hull member. However, the working surface of the aluminum ceiling and outer panels of this existing certain type of intelligent ship are all large curvature panels, without protruding components, so it is impossible to install safety guardrails and operating platforms.
发明内容Contents of the invention
为解决以上技术问题,本申请实施例提供了一种铝合金船体脚手架搭设连接支座及其安装方法,通过设计安装一种连接支座,为钢管式脚手架在大曲率铝制船体顶棚外板的安装提供受力支撑。In order to solve the above technical problems, the embodiment of the present application provides an aluminum alloy hull scaffold erecting connection support and its installation method. By designing and installing a connection support, it is a steel pipe scaffold on the outer plate of the large-curvature aluminum hull ceiling. The installation provides stress support.
第一方面,本申请实施例提供了一种铝合金船体脚手架搭设连接支座,包括:支座腹板和支座肘板;其中,所述支座肘板侧边与所述支座腹板连接,所述支座肘板垂直于所述支座腹板,所述支座肘板底边与所述支座腹板底边共面,其中,所述支座肘板底边与所述支座腹板底边能够用于与铝合金船体表面连接。In the first aspect, the embodiment of the present application provides an aluminum alloy hull scaffold erection connection support, including: a support web and a support bracket; wherein, the side of the support bracket and the support web connection, the support bracket is perpendicular to the support web, and the bottom edge of the support bracket is coplanar with the bottom edge of the support web, wherein the bottom edge of the support bracket is in the same plane as the The bottom edge of the support web can be used to connect with the surface of the aluminum alloy hull.
在一些可选的实施方式中,所述支座肘板在所述支座腹板两侧对称设置。In some optional embodiments, the support brackets are arranged symmetrically on both sides of the support web.
在一些可选的实施方式中,所述支座肘板在所述支座腹板同一侧设置有至少2个。In some optional embodiments, at least two support brackets are provided on the same side of the support web.
在一些可选的实施方式中,所述支座腹板和所述支座肘板的材料为铝合金。In some optional embodiments, the material of the support web and the support bracket is aluminum alloy.
在一些可选的实施方式中,所述铝合金包括5083铝材。In some optional embodiments, the aluminum alloy includes 5083 aluminum.
在一些可选的实施方式中,所述支座腹板和所述支座肘板的板材厚度不小于10毫米。In some optional embodiments, the plate thickness of the support web and the support bracket is not less than 10 mm.
在一些可选的实施方式中,所述支座腹板和所述支座肘板的连接方式包括焊接,焊接焊角不小于8毫米。In some optional embodiments, the connection between the support web and the support bracket includes welding, and the welding fillet is not less than 8 mm.
第二方面,本申请实施例提供了一种铝合金船体脚手架搭设连接支座的安装方法,其特征在于,所述方法包括:In the second aspect, the embodiment of the present application provides an installation method for erecting a connecting support on an aluminum alloy hull scaffold, characterized in that the method includes:
将如上述第一方面中任一实施例所述的连接支座的支座肘板底边与支座腹板底边焊接至所述铝合金船体分段外顶棚上表面;Welding the bottom edge of the bracket bracket and the bottom edge of the web plate of the connecting support as described in any one of the embodiments of the first aspect above to the upper surface of the outer ceiling of the aluminum alloy hull section;
使用脚手夹马夹紧连接所述支座肘板;Clamp and connect the support brackets by using scaffolding;
在所述脚手夹马上安装钢管式脚手架。A steel pipe scaffold is installed immediately on the scaffold.
本申请实施例提供了一种铝合金船体脚手架搭设连接支座及其安装方法。通过设计连接支座包括:支座腹板和支座肘板;其中,支座肘板侧边与支座腹板连接,支座肘板垂直于支座腹板,支座肘板底边与支座腹板底边共面,其中,支座肘板底边与支座腹板底边能够用于与铝合金船体表面连接;能够将连接支座与铝合金船体表面连接,为钢管式脚手架在大曲率铝制船体顶棚外板的安装提供受力支撑。The embodiment of the present application provides an aluminum alloy ship hull scaffold erection connection support and an installation method thereof. The support connected by design includes: support web and support bracket; wherein, the side of the support bracket is connected to the support web, the support bracket is perpendicular to the support web, and the bottom edge of the support bracket is connected to the support web. The bottom edge of the support web is coplanar, and the bottom edge of the support bracket and the bottom edge of the support web can be used to connect with the surface of the aluminum alloy hull; the connection support can be connected with the surface of the aluminum alloy hull, which is a steel pipe scaffold The installation of the large curvature aluminum hull roof shell provides mechanical support.
附图说明Description of drawings
附图以示例而非限制的方式大体示出了本文中所讨论的各个实施例。The drawings generally illustrate the various embodiments discussed herein, by way of example and not limitation.
图1A为本申请一些实施例的铝合金船体脚手架搭设连接支座的正视结构示意图;Fig. 1A is a schematic diagram of the front view structure of the aluminum alloy hull scaffold erected connection support in some embodiments of the present application;
图1B为对应图1A实施例连接支座的侧视结构示意图;Fig. 1B is a schematic side view of the connecting support corresponding to the embodiment of Fig. 1A;
图1C为对应图1A实施例连接支座的俯视结构示意图;FIG. 1C is a schematic top view of the connecting support corresponding to the embodiment of FIG. 1A;
图2为本申请一些实施例的铝合金船体脚手架搭设连接支座的安装结构示意图;Fig. 2 is a schematic diagram of the installation structure of the aluminum alloy hull scaffold erecting the connecting support in some embodiments of the present application;
图3为本申请一些实施例的连接支座与脚手夹马的连接结构示意图;Fig. 3 is a schematic diagram of the connection structure between the connection support and the scaffolding horse in some embodiments of the present application;
图4A为图1A的各主要结构的尺寸标记示意图;Fig. 4A is a schematic diagram of the dimension marks of each main structure of Fig. 1A;
图4B为图1B的各主要结构的尺寸标记示意图;Fig. 4B is a schematic diagram of the size marks of each main structure of Fig. 1B;
图4C为图1C的各主要结构的尺寸标记示意图。FIG. 4C is a schematic diagram of the dimension marks of each main structure in FIG. 1C .
符号说明:Symbol Description:
11-连接支座;12-脚手夹马;13-钢管式脚手架;14-铝合金船体分段外顶棚;21-支座腹板;22-支座肘板;23-紧固螺柱;a-支座腹板底边长度;b-支座腹板侧边长度;c-支座肘板底边长度;d支座肘板侧边长度;e支座肘板外侧底部长度;m-支座肘板厚度;n-支座腹板厚度;p-支座肘板与邻近支座腹板侧边距离。11-connecting support; 12-scaffolding horse; 13-steel pipe scaffolding; 14-outer ceiling of aluminum alloy hull section; 21-supporting web; 22-supporting bracket; 23-fastening stud; a- Length of the base of the support web; b- Length of the side of the support web; c- Length of the bottom of the support bracket; d- Length of the side of the support bracket; e Length of the outer bottom of the support bracket; m- Thickness of support bracket; n-thickness of support web; p-distance between support bracket and side of adjacent support web.
具体实施方式detailed description
为了能够更加详尽地了解本申请实施例的特点与技术内容,下面结合附图对本申请实施例的实现进行详细阐述,所附附图仅供参考说明之用,并非用来限定本申请实施例。In order to understand the characteristics and technical contents of the embodiments of the present application in more detail, the implementation of the embodiments of the present application will be described in detail below in conjunction with the accompanying drawings. The attached drawings are only for reference and description, and are not intended to limit the embodiments of the present application.
在本申请实施例记载中,需要说明的是,除非另有说明和限定,术语“连接”应做广义理解,例如,可以是电连接,也可以是两个元件内部的连通,可以是直接相连,也可以通过中间媒介间接相连,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语的具体含义。In the description of the embodiments of the present application, it should be noted that unless otherwise stated and limited, the term "connection" should be understood in a broad sense, for example, it can be an electrical connection, it can also be the internal communication of two components, and it can be a direct connection , can also be indirectly connected through an intermediary, and those of ordinary skill in the art can understand the specific meanings of the above terms according to specific situations.
下面参考图1A、图1B和图1C,图1A、图1B和图1C分别为本申请一些实施例中铝合金船体脚手架搭设连接支座11的主视结构示意图、侧视结构示意图及俯视结构示意图。Referring to Fig. 1A, Fig. 1B and Fig. 1C below, Fig. 1A, Fig. 1B and Fig. 1C are respectively the schematic diagrams of the front view, the side view and the top view of the connecting
如图1A所示,连接支座11,包括:支座腹板21和支座肘板22。其中,支座肘板22侧边与支座腹板21连接,支座肘板22垂直于支座腹板21,支座肘板22底边与支座腹板21底边共面。As shown in FIG. 1A , the connecting
这里,支座肘板22底边与支座腹板21底边能够用于与铝合金船体表面连接。连接支座11的支座腹板21和支座肘板22与船体结构具有可焊性。Here, the bottom edge of the
在一些可选的实施方式中,如图1B和图1C所示,支座肘板22在支座腹板21两侧对称设置。In some optional embodiments, as shown in FIG. 1B and FIG. 1C , the
在一些可选的实施方式中,如图1A和图1C所示,支座肘板22在支座腹板21同一侧设置有至少2个。In some optional embodiments, as shown in FIG. 1A and FIG. 1C , at least two
本申请实施例中,支座腹板21和支座肘板22的材料为铝合金。其中,铝合金例如可包括5083铝材。In the embodiment of the present application, the material of the
在一些可选的实施方式中,支座腹板21和支座肘板22的板材厚度不小于10毫米。以提供足够的刚性强度。In some optional embodiments, the plate thickness of the
在一些可选的实施方式中,支座腹板21和支座肘板22的连接方式包括焊接,连接支座11与铝合金船体表面的连接方式包括焊接。本申请实施例中,焊接焊角不小于8毫米,以提供足够的焊接强度。In some optional embodiments, the connection of the
图2为本申请一些实施例的铝合金船体脚手架搭设连接支座的安装结构示意图。本申请实施例提供了一种铝合金船体脚手架搭设连接支座11的安装方法,安装后的效果如图2所示。这里,上述实施例中连接支座11的安装方法具体可包括:Fig. 2 is a schematic diagram of the installation structure of the aluminum alloy hull scaffold erected connection support in some embodiments of the present application. The embodiment of the present application provides an installation method for erecting the connecting
将连接支座11的支座肘板22底边与支座腹板21底边焊接至铝合金船体分段外顶棚14上表面。The bottom edge of the
使用脚手夹马12夹紧连接支座肘板21,这里,如图3所示,可通过紧固螺栓23将脚手夹马12与支座肘板21夹紧连接。Use the
在脚手夹马12上安装钢管式脚手架13。Steel
继续参考图4A、图4B和图4C,其示出了图1A、图1B和图1C的各主要结构的尺寸标记,其中:Continue to refer to FIG. 4A, FIG. 4B and FIG. 4C, which show the dimension marks of each main structure of FIG. 1A, FIG. 1B and FIG. 1C, wherein:
a为支座腹板21底边长度,a=200毫米。a is the length of the base of the
b为支座腹板21侧边长度,b=150毫米。b is the side length of the
c为支座肘板22底边长度,c=100毫米。c is the length of the base of the
d为支座肘板22侧边长度,d-150毫米。d is the side length of the
e为支座肘板22外侧底部长度,e=25毫米。e is the length of the outer bottom of the
m为支座肘板22厚度,m=10毫米。m is the thickness of the
n为支座腹板21厚度,n=10毫米。n is the thickness of the
p为支座肘板22与邻近支座腹板21侧边距离,p=50毫米。p is the distance between the
这里,图4A、图4B和图4C中的尺寸标记只是对图1A、图1B和图1C实施例的举例说明,而非具体选定。实际应用中可根据脚手架及夹马的尺寸需要对各结构的尺寸进行调整。Here, the size marks in FIG. 4A , FIG. 4B and FIG. 4C are only illustrations for the embodiment in FIG. 1A , FIG. 1B and FIG. 1C , rather than being specifically selected. In practical application, the size of each structure can be adjusted according to the size of scaffolding and clamping horse.
本申请实施例的连接支座11,制作材料可以就地取材,使用余废料板回收利用。支座装配焊接简单,安装简单实用,可以在船体铝制外板任意骨材反面安装。The connecting
该支座受力强度好,可以承受脚手架搭设所需承重要求。The support has good force strength and can withstand the load-bearing requirements required for scaffolding erection.
本申请实施例所记载的技术方案之间,在不冲突的情况下,可以任意组合。The technical solutions described in the embodiments of the present application may be combined arbitrarily if there is no conflict.
以上所述,仅为本申请的具体实施方式,但本申请的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本申请揭露的技术范围内,可轻易想到变化或替换,都应涵盖在本申请的保护范围之内。因此,本申请的保护范围应以所述权利要求的保护范围为准。The above is only a specific implementation of the application, but the scope of protection of the application is not limited thereto. Anyone familiar with the technical field can easily think of changes or substitutions within the technical scope disclosed in the application. Should be covered within the protection scope of this application. Therefore, the protection scope of the present application should be determined by the protection scope of the claims.
Claims (8)
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