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 PDF

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Publication number
CN115610620A
CN115610620A CN202211359954.2A CN202211359954A CN115610620A CN 115610620 A CN115610620 A CN 115610620A CN 202211359954 A CN202211359954 A CN 202211359954A CN 115610620 A CN115610620 A CN 115610620A
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Prior art keywords
support
bracket
web
aluminum alloy
scaffold
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Chinese (zh)
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赵晓东
黄海
刘铮
沈惠星
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CSSC Huangpu Wenchong Shipbuilding Co Ltd
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CSSC Huangpu Wenchong Shipbuilding Co Ltd
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Priority to CN202211359954.2A priority Critical patent/CN115610620A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B73/00Building or assembling vessels or marine structures, e.g. hulls or offshore platforms
    • B63B73/60Building 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B73/00Building or assembling vessels or marine structures, e.g. hulls or offshore platforms
    • B63B73/40Building or assembling vessels or marine structures, e.g. hulls or offshore platforms characterised by joining methods
    • B63B73/43Welding, e.g. laser welding

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Robotics (AREA)
  • Physics & Mathematics (AREA)
  • Optics & Photonics (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

The embodiment of the application provides a connecting support erected on an aluminum alloy hull scaffold and an installation method. The connecting support comprises by design: a support web and a support toggle plate; the side edge of the support bracket is connected with a support web, the support bracket is perpendicular to the support web, the bottom edge of the support bracket is coplanar with the bottom edge of the support web, and the bottom edge of the support bracket and the bottom edge of the support web can be used for being connected with the surface of an aluminum alloy hull; can be connected the connection support with the aluminum alloy hull surface to the atress that provides installation steel pipe formula scaffold is supported.

Description

一种铝合金船体脚手架护栏搭设连接支座及安装方法An aluminum alloy hull scaffold guardrail erecting connection support and installation method

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 support 11 erected by the aluminum alloy hull scaffolding in some embodiments of the present application .

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 support 11 includes: a support web 21 and a support bracket 22 . Wherein, the side of the support bracket 22 is connected to the support web 21 , the support bracket 22 is perpendicular to the support web 21 , and the bottom of the support bracket 22 is coplanar with the bottom of the support web 21 .

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 support bracket 22 and the bottom edge of the support web 21 can be used to connect with the surface of the aluminum alloy hull. The support web 21 and support bracket 22 connecting the support 11 have weldability to the hull structure.

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 support brackets 22 are arranged symmetrically on both sides of the support web 21 .

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 support brackets 22 are provided on the same side of the support web 21 .

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 support web 21 and the support bracket 22 is aluminum alloy. Wherein, the aluminum alloy may include, for example, 5083 aluminum material.

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 support web 21 and the support bracket 22 is not less than 10 mm. to provide sufficient rigidity.

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 support web 21 and the support bracket 22 includes welding, and the connection of the support 11 with the surface of the aluminum alloy hull includes welding. In the embodiment of the present application, the welding fillet is not less than 8 mm to provide sufficient welding strength.

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 support 11 of the aluminum alloy hull scaffolding, and the effect after installation is shown in FIG. 2 . Here, the installation method of the connecting support 11 in the above-mentioned embodiments may specifically include:

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 support bracket 22 and the bottom edge of the support web 21 connecting the support 11 are welded to the upper surface of the outer ceiling 14 of the aluminum alloy hull section.

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 scaffolding horse 12 to clamp and connect the support bracket 21 , here, as shown in FIG. 3 , the scaffolding horse 12 and the support bracket 21 can be clamped and connected by fastening bolts 23 .

在脚手夹马12上安装钢管式脚手架13。Steel pipe formula scaffolding 13 is installed on scaffolding horse 12.

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 support web 21, a=200 mm.

b为支座腹板21侧边长度,b=150毫米。b is the side length of the support web 21, b=150 mm.

c为支座肘板22底边长度,c=100毫米。c is the length of the base of the bracket bracket 22, c=100mm.

d为支座肘板22侧边长度,d-150毫米。d is the side length of the support bracket 22, d-150 mm.

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 support bracket 22, e=25mm.

m为支座肘板22厚度,m=10毫米。m is the thickness of the support bracket 22, m=10 mm.

n为支座腹板21厚度,n=10毫米。n is the thickness of the support web 21, n=10 mm.

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 support bracket 22 and the side of the adjacent support web 21, p=50 mm.

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 support 11 of the embodiment of the present application can be made of local materials, and the remaining waste boards can be used for recycling. The support is easy to assemble and weld, and the installation is simple and practical. It can be installed on the opposite side of any frame of the aluminum outer plate of the hull.

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)

1. The utility model provides an aluminum alloy hull scaffold puts up and connects support, its characterized in that, it includes to connect the support: a support web and a support toggle plate; the side edge of the support bracket is connected with the support web, the support bracket is perpendicular to the support web, the bottom edge of the support bracket is coplanar with the bottom edge of the support web, and the bottom edge of the support bracket and the bottom edge of the support web can be used for being connected with the surface of an aluminum alloy hull.
2. The attachment bracket of claim 1, wherein the bracket toggle is symmetrically disposed on either side of the bracket web.
3. The attachment bracket of claim 2, wherein said bracket webs are provided in at least 2 numbers on the same side of said bracket web.
4. The attachment bracket of claim 1 wherein the material of said bracket web and said bracket toggle is an aluminum alloy.
5. The connecting mount of claim 4 wherein the aluminum alloy comprises 5083 aluminum.
6. The connecting bracket of claim 1, wherein the bracket web and bracket toggle have a sheet thickness of no less than 10 mm.
7. The connecting bracket according to claim 1, wherein the connecting means of the bracket web and the bracket toggle plate comprises welding, and the welding angle is not less than 8 mm.
8. The method for installing the connecting support erected on the aluminum alloy hull scaffold is characterized by comprising the following steps of:
welding the bottom edges of the bracket elbow plates and the bottom edges of the bracket web plates of the connecting bracket of any one of claims 1 to 7 to the upper surface of the outer ceiling of the aluminum alloy hull section;
the bracket toggle plate is tightly connected with the bracket through a scaffold clamp;
and installing a steel pipe type scaffold at once on the scaffold clamps.
CN202211359954.2A 2022-11-02 2022-11-02 An aluminum alloy hull scaffold guardrail erecting connection support and installation method Pending CN115610620A (en)

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CN113323153A (en) * 2021-06-08 2021-08-31 中国建筑第八工程局有限公司 Bending-twisting aluminum alloy structure in existing complex space and construction method
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