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CN116654208A - A double-wall circular tube support and a method for manufacturing the double-wall circular tube support - Google Patents

A double-wall circular tube support and a method for manufacturing the double-wall circular tube support Download PDF

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Publication number
CN116654208A
CN116654208A CN202310499376.0A CN202310499376A CN116654208A CN 116654208 A CN116654208 A CN 116654208A CN 202310499376 A CN202310499376 A CN 202310499376A CN 116654208 A CN116654208 A CN 116654208A
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tube
arc
pipe
double
plates
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CN116654208B (en
Inventor
张翔
彭震
吴浩荣
张松奇
代聪聪
冯浩杰
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Guangzhou Shipyard International Co Ltd
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Guangzhou Shipyard International Co Ltd
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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
    • B63B73/20Building or assembling prefabricated vessel modules or parts other than hull blocks, e.g. engine rooms, rudders, propellers, superstructures, berths, holds or tanks
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B17/00Vessels parts, details, or accessories, not otherwise provided for
    • B63B17/04Stanchions; Guard-rails ; Bulwarks or the like
    • 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B2221/00Methods and means for joining members or elements
    • B63B2221/02Methods and means for joining members or elements by 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)
  • Physics & Mathematics (AREA)
  • Optics & Photonics (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

The invention discloses a double-wall round pipe pillar and a manufacturing method thereof, comprising an inner pipe and an outer pipe; the inner tube is a hollow round tube; the outer tube comprises a plurality of arc tube plates, and the arc tube plates are surrounded on the outer part of the inner tube; and a pipe seam is formed between the adjacent arc-shaped pipe plates, a welding body is arranged in the pipe seam, and the adjacent arc-shaped pipe plates and the inner pipe are fixed through the welding body. The double-wall round tube pillar is characterized in that a large round tube is used as an outer tube, a small round tube is used as an inner tube, the large round tube is cut to form a plurality of arc tube plates, the outside of the small round tube is sleeved with the arc tube plates, then welding is carried out, fixation between the arc tube plates and fixation between the arc tube plates and the small round tube inside are achieved, and the double-wall round tube pillar is formed. The double-wall round pipe strut has the advantages that the structural strength is improved, the round pipe for manufacturing the strut is convenient to purchase, the weight is increased little, and the space and strength requirements of ships are met. The manufacturing method of the double-wall round pipe strut is high in efficiency.

Description

一种双壁圆管支柱以及双壁圆管支柱的制造方法A double-wall circular tube support and a method for manufacturing the double-wall circular tube support

技术领域technical field

本发明涉及船舶制造技术领域,尤其涉及一种双壁圆管支柱以及双壁圆管支柱的制造方法。The invention relates to the technical field of shipbuilding, in particular to a double-wall circular tube support and a method for manufacturing the double-wall circular tube support.

背景技术Background technique

在船舶的相邻两层甲板之间,需要设置支柱,以支撑上层甲板上设备、人员的装量。相关技术中,一般采用空心管作为船舶支柱,但是,空心管强度有限,无法满足更高的受力要求。Between two adjacent decks of the ship, pillars need to be set to support the equipment and personnel on the upper deck. In related technologies, hollow tubes are generally used as ship pillars. However, the hollow tubes have limited strength and cannot meet higher force requirements.

当对支柱结构强度有更高要求时,一些船舶通过增加空心管的数量,以增加舱室结构强度,这样会减小舱室内部空间,当舱室内支柱较多时,影响行人、车辆通行,影响船内设备设置,影响视线。When there are higher requirements for the strength of the pillar structure, some ships increase the number of hollow tubes to increase the structural strength of the cabin, which will reduce the interior space of the cabin. When there are many pillars in the cabin, it will affect the passage of pedestrians and vehicles, and affect the equipment in the ship. Settings that affect sightlines.

发明内容Contents of the invention

本发明实施例的目的在于:提供一种双壁圆管支柱以及双壁圆管支柱制造方法,通过将大小圆管支柱进行组装形成双壁圆管支柱,以提高支柱强度。The purpose of the embodiments of the present invention is to provide a double-walled circular tube support and a method for manufacturing the double-walled circular tube support. The double-walled circular tube support is formed by assembling large and small circular tube supports to improve the strength of the support.

为达上述目的,本发明采用以下技术方案:For reaching above-mentioned purpose, the present invention adopts following technical scheme:

一种双壁圆管支柱,包括内管以及外管;A double-wall circular tube support, including an inner tube and an outer tube;

所述内管为空心圆管;所述外管包括多个弧形管板,多个所述弧形管板围于所述内管的外部;相邻所述弧形管板之间形成管缝,所述管缝内设有焊接体,相邻所述弧形管板之间、所述弧形管板与所述内管之间通过焊接体固定The inner tube is a hollow tube; the outer tube includes a plurality of arc-shaped tube plates, and the plurality of arc-shaped tube plates surround the outside of the inner tube; a tube is formed between adjacent arc-shaped tube plates. seam, the pipe seam is provided with a welded body, and the adjacent arc-shaped tube sheets, between the arc-shaped tube sheets and the inner tube are fixed by welded bodies

可选地,所述外管包括两个所述弧形管板,两个所述弧形管板中包括第一半管以及第二半管;所述第一半管的一侧与所述第二半管之间通过第一焊接体固定,所述第一半管的另一侧与所述第二半管之间通过第二焊接体固定。Optionally, the outer tube includes two arc-shaped tube plates, and the two arc-shaped tube plates include a first half-pipe and a second half-pipe; one side of the first half-pipe is connected to the The second half-pipes are fixed by a first welding body, and the other side of the first half-pipe and the second half-pipe are fixed by a second welding body.

可选地,所述外管中所述弧形管板的数量为两个或四个。Optionally, the number of the arc-shaped tube plates in the outer tube is two or four.

可选地,所述第一半管与所述第二半管关于所述内管的中心轴线对称,所述第一半管的内壁的抵接所述内管的外壁,所述第二半管的内壁抵接所述内管的外壁。Optionally, the first half-pipe and the second half-pipe are symmetrical about the central axis of the inner pipe, the inner wall of the first half-pipe abuts against the outer wall of the inner pipe, and the second half-pipe The inner wall of the tube abuts the outer wall of the inner tube.

可选地,所述弧形管板长度方向上的端面与所述内管长度方向上的端面齐平。Optionally, the end face of the arc-shaped tube plate in the length direction is flush with the end face of the inner tube in the length direction.

一种双壁圆管支柱制造方法,用于制造如上方案所述的支柱;所述双壁圆管支柱制造方法包括:A method for manufacturing a double-walled circular tube pillar, used to manufacture the pillar described in the above scheme; the manufacturing method for the double-walled circular tube pillar includes:

切割步骤:沿大圆管的长度方向切割,形成多个弧形管板;Cutting step: cutting along the length direction of the large round tube to form a plurality of arc-shaped tube sheets;

焊接步骤:多个所述弧形管板沿小圆管的周向围于所述小圆管的外部,在相邻所述弧形管板之间的管缝处进行焊接,形成所述双壁圆管支柱;所述小圆管为所述内管,多个所述弧形管板焊接后形成所述外管。Welding step: a plurality of arc-shaped tube sheets surround the outside of the small round tube along the circumference of the small round tube, and weld at the pipe seams between adjacent arc-shaped tube sheets to form the double Wall tube pillars; the small round tube is the inner tube, and the outer tube is formed by welding a plurality of arc-shaped tube sheets.

可选地,还包括组装步骤,所述组装步骤在所述切割步骤与所述焊接步骤之间进行;Optionally, an assembling step is also included, and the assembling step is performed between the cutting step and the welding step;

所述组装步骤:将多个所述弧形管板沿所述内管的周向间隔地安装,相邻所述弧形管板之间保留管缝;The assembling step: install a plurality of the arc-shaped tube sheets at intervals along the circumference of the inner tube, and keep pipe seams between adjacent arc-shaped tube sheets;

所述焊接步骤:在所述管缝的位置,沿所述内管的长度方向进行焊接,以在所述管缝形成用于固定相邻所述弧形管板、并用于固定所述弧形管板与所述内管的焊接体。The welding step: at the position of the pipe seam, welding is performed along the length direction of the inner pipe, so that the pipe seam is used for fixing the adjacent arc-shaped tube plate and for fixing the arc-shaped tube plate. The welded body of the tube sheet and the inner tube.

可选地,在所述切割步骤中,将所述大圆管切割形成两个对称的弧形管板。Optionally, in the cutting step, the large circular tube is cut to form two symmetrical arc-shaped tube plates.

可选地,在所述切割步骤中,将所述大圆管切割形成两个对称的弧形管板。Optionally, in the cutting step, the large circular tube is cut to form two symmetrical arc-shaped tube plates.

可选地,还包括移管步骤;所述移管步骤在所述切割步骤以及所述组装步骤之间进行;Optionally, a pipetting step is also included; the pipetting step is performed between the cutting step and the assembling step;

在所述切割步骤中:In the cutting step:

使用的所述支撑架包括两个半架体,两个所述半架体可相互远离或相互接近地移动,每一所述半架体包括一个半槽,两个所述半架体合并时形成所述弧形槽;The support frame used includes two half-frames, the two half-frames can move away from each other or move closer to each other, each of the half-frames includes a half-slot, when the two half-frames are combined forming the arc-shaped groove;

在所述移管步骤中:During the pipetting step:

将所述大圆管切割为两个所述弧形管板后,移动所述半架体以使两个所述半架体分开,以使两个所述弧形管板分离;After cutting the large round tube into two arc-shaped tube sheets, moving the half-frames to separate the two half-frames so that the two arc-shaped tube sheets are separated;

将所述小圆管移至两个所述半架体之间;Move the small circular tube between the two half-frames;

移动所述半架体,使两个所述半架体相互接近,使两个所述弧形管板分别卡套于所述小圆管的左右两侧。Moving the half-frames makes the two half-frames close to each other, so that the two arc-shaped tube plates are fitted on the left and right sides of the small round tube respectively.

本发明的有益效果为:该双壁圆管支柱,将大圆管作为外管、小圆管作为内管,大圆管通过切割形成多个弧形管板,在小圆管的外部套多个弧形管板,然后进行焊接,实现弧形管板与弧形管板之间、弧形管板与内部小圆管之间的固定,形成双壁圆管支柱。该双壁圆管支柱的结构强度提高,同时用于制造支柱的圆管采购方便,并且重量增加小,满足船舶空间和强度要求。该双壁圆管支柱制造方法用于制造前述支柱。The beneficial effects of the present invention are: the double-walled circular tube pillar uses a large circular tube as the outer tube and a small circular tube as the inner tube, the large circular tube is cut to form a plurality of arc-shaped tube sheets, and a plurality of arc-shaped tube plates are placed outside the small circular tube. Shaped tube sheet, and then welded to realize the fixation between the arc-shaped tube sheet and the arc-shaped tube sheet, between the arc-shaped tube sheet and the inner small round tube, and form a double-walled round tube pillar. The structural strength of the double-walled circular pipe pillar is improved, and the circular pipe used to manufacture the pillar is convenient to purchase, and the weight increase is small, which meets the space and strength requirements of the ship. The manufacturing method of the double-walled circular tube strut is used to manufacture the aforementioned strut.

附图说明Description of drawings

下面根据附图和实施例对本发明作进一步详细说明。The present invention will be described in further detail below according to the drawings and embodiments.

图1为本发明实施例所述双壁圆管支柱的横截面图;Fig. 1 is a cross-sectional view of a double-walled circular tube support according to an embodiment of the present invention;

图2为图1中的A部放大图;Fig. 2 is an enlarged view of part A in Fig. 1;

图3为本发明实施例所述双壁圆管支柱采用的大圆管以及小圆管的横截面示意图;Fig. 3 is a schematic cross-sectional view of a large circular tube and a small circular tube used in the double-walled circular tube pillar of the embodiment of the present invention;

图4为本发明实施例所述双壁圆管支柱制造过程中对大圆管进行切割的示意图;Fig. 4 is a schematic diagram of cutting a large round tube during the manufacturing process of the double-walled round tube support according to the embodiment of the present invention;

图5为本发明实施例所述双壁圆管支柱制造过程中对多个弧形管板与小圆管进行组装的示意图;Fig. 5 is a schematic diagram of assembling a plurality of arc-shaped tube plates and small round tubes during the manufacturing process of the double-walled round tube support according to the embodiment of the present invention;

图6为本发明实施例所述双壁圆管支柱制造方法中采用的支撑架的结构示意图,其中图6(a)中支撑架的两个半架体处于合并状态,图6(b)中支撑架的两个半架体处于分离状态。Fig. 6 is a schematic structural view of the support frame used in the manufacturing method of the double-walled circular tube pillar described in the embodiment of the present invention, wherein the two half-frame bodies of the support frame in Fig. 6 (a) are in a merged state, and in Fig. 6 (b) The two half-frame bodies of the support frame are in a separated state.

图7为本发明实施例所述双壁圆管支柱制造方法的切割步骤示意图;Fig. 7 is a schematic diagram of the cutting steps of the method for manufacturing a double-walled circular tube pillar according to an embodiment of the present invention;

图8为本发明实施例所述双壁圆管支柱制造方法的移管步骤示意图;Fig. 8 is a schematic diagram of pipe transfer steps in the method for manufacturing a double-walled circular pipe pillar according to an embodiment of the present invention;

图9为本发明实施例所述双壁圆管支柱制造方法的焊接步骤示意图。Fig. 9 is a schematic diagram of the welding steps of the manufacturing method of the double-walled circular tube pillar according to the embodiment of the present invention.

图中:10、内管;20、外管;21、弧形管板;22、焊接体;30、小圆管;40、大圆管;41、管缝;50、支撑架;501、弧形槽;502、槽部;51、半架体;60、管支撑件。In the figure: 10, inner tube; 20, outer tube; 21, arc-shaped tube plate; 22, welded body; 30, small round tube; 40, large round tube; 41, pipe seam; 50, support frame; 501, arc Groove; 502, groove part; 51, half-frame body; 60, pipe support.

具体实施方式Detailed ways

为使本发明解决的技术问题、采用的技术方案和达到的技术效果更加清楚,下面将结合附图对本发明实施例的技术方案作进一步的详细描述,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。In order to make the technical problems solved by the present invention, the technical solutions adopted and the technical effects achieved clearer, the technical solutions of the embodiments of the present invention will be further described in detail below in conjunction with the accompanying drawings. Obviously, the described embodiments are only the technical solutions of the present invention. Some, but not all, embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative efforts fall within the protection scope of the present invention.

在本发明的描述中,除非另有明确的规定和限定,术语“相连”、“固定”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成一体;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或两个元件的相互作用关系。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, unless otherwise clearly stipulated and limited, the terms "connected" and "fixed" should be understood in a broad sense, for example, it can be fixed connection, detachable connection or integration; it can be mechanical connection , can also be an electrical connection; it can be a direct connection or an indirect connection through an intermediary, it can be an internal communication between two components or an interaction relationship between two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present invention in specific situations.

在本发明中,除非另有明确的规定和限定,第一特征在第二特征之“上”或之“下”可以包括第一和第二特征直接接触,也可以包括第一和第二特征不是直接接触而是通过它们之间的另外的特征接触。而且,第一特征在第二特征“之上”、“上方”和“上面”包括第一特征在第二特征正上方和斜上方,或仅仅表示第一特征水平高度高于第二特征。第一特征在第二特征“之下”、“下方”和“下面”包括第一特征在第二特征正下方和斜下方,或仅仅表示第一特征水平高度小于第二特征。In the present invention, unless otherwise clearly specified and limited, a first feature being "on" or "under" a second feature may include direct contact between the first and second features, and may also include the first and second features Not in direct contact but through another characteristic contact between them. Moreover, "above", "above" and "above" the first feature on the second feature include that the first feature is directly above and obliquely above the second feature, or simply means that the first feature is horizontally higher than the second feature. "Below", "beneath" and "under" the first feature to the second feature include that the first feature is directly below and obliquely below the second feature, or simply means that the first feature has a lower level than the second feature.

在船舶客滚船、豪华邮轮等特种船上建区域,由于强度的需要,在室内旷大跨度位置布置设计有均布的支柱,以支撑各上层的结构、设备、人员的重量。船舶中,一般采用空心管作为船舶上层建筑结构中的支柱。但是,空心圆管有时无法满足更高的结构强度要求。为了提高船舶上层建筑结构强度,可以采用实心弧形管板,或增加空心圆管数量。但是实心弧形管板重量较大,容易对船舶上层建筑重心带来影响。而增加空心圆管数量,则会占用室内空间,影响支柱周边的船内设施设备布置,影响人或物在室内通行,影响视线。In the construction area of special ships such as ro-ro passenger ships and luxury cruise ships, due to the need for strength, evenly distributed pillars are arranged in the wide-span indoors to support the weight of the upper structures, equipment and personnel. In ships, hollow pipes are generally used as pillars in the superstructure of ships. However, hollow circular tubes sometimes cannot meet higher structural strength requirements. In order to improve the structural strength of the ship's superstructure, solid arc-shaped tube sheets can be used, or the number of hollow circular tubes can be increased. However, the weight of the solid arc-shaped tube plate is relatively large, and it is easy to affect the center of gravity of the ship's superstructure. However, increasing the number of hollow circular tubes will occupy indoor space, affect the arrangement of facilities and equipment in the ship around the pillars, affect the passage of people or objects indoors, and affect the line of sight.

为了解决相关技术中船舶支柱结构强度有限、支柱物料采购难度、船舶上建空间有限等的问题,本发明提供一种双壁圆管支柱,并提供一种双壁圆管支柱制造方法。In order to solve the problems of limited structural strength of ship props, difficulty in purchasing prop materials, and limited space for ship construction in related technologies, the present invention provides a double-walled circular tube prop and a method for manufacturing the double-walled circular tube prop.

请参照图1至图5,该双壁圆管支柱包括内管10以及外管20。内管10为小圆管30,外管20包括由大圆管40切割得到的多个弧形管板21,以及用于将弧形管板21内管10固定的焊接体22。需要说明的是,多个指的是两个以上,多个包括两个。Please refer to FIG. 1 to FIG. 5 , the double-wall circular tube support includes an inner tube 10 and an outer tube 20 . The inner tube 10 is a small round tube 30 , and the outer tube 20 includes a plurality of arc-shaped tube plates 21 cut from a large round tube 40 , and a welding body 22 for fixing the inner tube 10 of the arc-shaped tube plates 21 . It should be noted that a plurality refers to more than two, and a plurality includes two.

其中,多个弧形管板21围于内管10的外部;相邻弧形管板21之间形成管缝41,管缝41内设有焊接体22,焊接体22为焊接材料固化形成的结构。相邻弧形管板21之间、弧形管板21与内管10之间通过焊接体22固定,换言之,一个管缝41内的焊接体22实现两个弧形管板21以及内管10三个构件之间的固定。Among them, a plurality of arc-shaped tube plates 21 surround the outside of the inner tube 10; tube seams 41 are formed between adjacent arc-shaped tube plates 21, and welded bodies 22 are arranged in the pipe seams 41, and the welded bodies 22 are formed by solidification of welding materials. structure. Between adjacent arc-shaped tube sheets 21, between the arc-shaped tube sheets 21 and the inner tube 10 are fixed by the welded body 22, in other words, the welded body 22 in one tube seam 41 realizes two arc-shaped tube sheets 21 and the inner tube 10 Fixation between the three components.

在该双壁圆管支柱的一种制造方法中,采购两种大圆管40、小圆管30两种管件,大圆管40、小圆管30均为空心圆管,小圆管30外直径小于大圆管40内直径。将大圆管40切割后得到多个弧形管板21,然后将弧形管板21套在小圆管30外,在相邻弧形管板21之间保留缝隙形成管缝41,使用焊接机器沿小圆管30长度方向在管缝41处进行焊接,将所有管缝41处均进行焊接后,形成该双壁圆管支柱。In a kind of manufacturing method of this double-walled circular tube support, purchase two kinds of fittings of two kinds of large circular tubes 40, small circular tubes 30, large circular tubes 40, small circular tubes 30 are hollow circular tubes, and the outer diameter of small circular tubes 30 is less than Large circular pipe 40 internal diameters. After cutting the large round tube 40, a plurality of arc-shaped tube sheets 21 are obtained, and then the arc-shaped tube sheets 21 are placed outside the small round tubes 30, and gaps are reserved between adjacent arc-shaped tube sheets 21 to form tube seams 41, and a welding machine is used to Welding is carried out at the pipe seams 41 along the length direction of the small round pipe 30, and after all the pipe seams 41 are welded, the double-walled round pipe pillar is formed.

该双壁圆管支柱中,位于内侧的小圆管30作为内管10,位于外侧的多个弧形管板21在焊接连接后形成外管20,如此,该双壁圆管支柱具有内外双层结构,虽然其整体仍为空心结构,但是具有较大的管壁厚度,可以增加支柱结构强度,可以提升支柱的剖面模数。In this double-walled circular tube support, the small circular tube 30 positioned on the inner side is used as the inner tube 10, and a plurality of arc-shaped tube sheets 21 positioned on the outside form the outer tube 20 after being welded. Although the layer structure is still a hollow structure as a whole, it has a larger tube wall thickness, which can increase the strength of the pillar structure and increase the section modulus of the pillar.

在制造船舶时,用于支柱的空心管一般向外采购,市场上的空心管的型号有限,当某个型号的管件的外径满足要求时管体壁厚无法满足要求。When manufacturing ships, hollow pipes used for pillars are generally purchased from outside. The types of hollow pipes on the market are limited. When the outer diameter of a certain type of pipe fitting meets the requirements, the wall thickness of the pipe body cannot meet the requirements.

而本发明中,可以直接采购大圆管40以及小圆管30,将大圆管40切割后与小圆管30进行组装以及焊接,可以得到双壁空心圆管。该双壁空心圆管作为支柱应用,可以直接采购两种直径的空心圆管,然后对圆管进行组装焊接即可。However, in the present invention, the large round tube 40 and the small round tube 30 can be purchased directly, and the large round tube 40 can be cut and assembled and welded with the small round tube 30 to obtain a double-walled hollow tube. The double-walled hollow tube is used as a pillar, and hollow tubes of two diameters can be purchased directly, and then the tubes can be assembled and welded.

本发明可以在原来作为支柱应用的空心圆管作为外管20,在此基础上,增加采购小空心圆管作为内管10,将大圆管40与小圆管30进行合理组合安装,即可得到本发明的双壁圆管支柱。The present invention can use the hollow round tube originally used as a pillar as the outer tube 20, on this basis, add a small hollow round tube as the inner tube 10, and rationally combine and install the large round tube 40 and the small round tube 30 to obtain The double-wall circular tube support of the present invention.

本发明的双壁圆管支柱的外尺寸、外形与原来的支柱相同,因此,采用本发明的双壁圆管支柱相对于采用原有的空心圆管支柱,可以在不改变原有船舶室内支柱数量、支柱位置布局、支柱外尺寸的情况下,增加支柱结构强度。The outer dimensions and shape of the double-walled circular tube prop of the present invention are the same as those of the original prop. Therefore, compared with the original hollow circular tube prop, the double-walled circular tube prop of the present invention can be used without changing the original ship indoor prop. Increase the structural strength of the pillars in the case of the number, location and layout of the pillars, and the outer dimensions of the pillars.

本发明的双壁圆管支柱,在保证船舶上层建筑舱室内支柱周边布置空间不受影响的前提下,同时考虑可以直接采购市场现货,无需定制支柱管件,并且支柱重量不会增加太大,成本可控,通过对构件进行组合安装,在支柱应用于船舶时,能够满足空间要求和结构强度要求。The double-wall circular tube prop of the present invention, under the premise of ensuring that the arrangement space around the prop in the cabin of the ship’s superstructure is not affected, at the same time considers that it can directly purchase the spot stock in the market without customizing the prop pipe fittings, and the weight of the prop will not increase too much, reducing the cost. Controllable, through the combined installation of components, when the pillar is applied to ships, it can meet the space requirements and structural strength requirements.

在一实施例中,大圆管40与小圆管30的管壁厚度相同、直径不同,换言之,内管10与弧形管板21的管壁厚度相同。如此,在采购圆管时,采购壁厚相同尺寸不同的圆管即可,原材料便于获得,无需特殊定制。In one embodiment, the wall thickness of the large circular tube 40 and the small circular tube 30 are the same but different in diameter. In other words, the wall thickness of the inner tube 10 and the arc-shaped tube sheet 21 are the same. In this way, when purchasing round pipes, you can purchase round pipes with the same wall thickness and different sizes, and the raw materials are easy to obtain without special customization.

在一实施例中,无论外管20包括多少个弧形管板21,均将外管20配置为多个弧形管板21的结构相同,如此,方便保证支柱整体结构强度均匀。换言之,每个弧形管板21在支柱周向上的尺寸相同,每个弧形管板21的宽度相同,以保证每块弧形管板21均匀地传递上下甲板之间的应力,避免不同弧形管板21受力不同影响支柱结构强度。In one embodiment, no matter how many arc-shaped tube sheets 21 the outer tube 20 includes, the outer tube 20 is configured so that the structures of the plurality of arc-shaped tube sheets 21 are the same, so as to ensure uniform strength of the overall structure of the pillar. In other words, the dimensions of each arc-shaped tube plate 21 in the circumferential direction of the pillar are the same, and the width of each arc-shaped tube plate 21 is the same, so as to ensure that each arc-shaped tube plate 21 can evenly transmit the stress between the upper and lower decks, and avoid different arcs. The strength of the strut structure is affected by different forces on the shaped tube sheet 21 .

在一实施例中,外管20包括两个弧形管板21,两个弧形管板21中包括第一半管以及第二半管;第一半管的一侧与第二半管之间通过第一焊接体22固定,第一半管的另一侧与第二半管之间通过第二焊接体22固定。In one embodiment, the outer tube 20 includes two arc-shaped tube sheets 21, and the two arc-shaped tube sheets 21 include a first half-pipe and a second half-pipe; The space is fixed by the first welding body 22 , and the other side of the first half pipe is fixed by the second welding body 22 to the second half pipe.

其中,第一半管与第二半管为同一空心圆管切割形成。Wherein, the first half pipe and the second half pipe are formed by cutting the same hollow circular pipe.

在一实施例中,在制造支柱时,当采用的大圆管40直径较大时,也可以将大圆管40进行两次切割得到三个弧形管板21。如此,在制造支柱时,需要对三个管缝41位置进行焊接,双壁圆管支柱包括三条由焊接材料形成的焊接体22。采用外管20包括三个弧形管板21的支柱,增加了焊接位置,增加了外管20与内管10之间焊接连接的面积,可以保证较大直径的大圆管40在切割后能够牢固地与内观焊接固定,保证支柱的整体结构强度。In one embodiment, when the diameter of the large round tube 40 is large, the large round tube 40 may be cut twice to obtain three arc-shaped tube plates 21 when the pillar is manufactured. In this way, when manufacturing the pillar, it is necessary to weld the positions of the three pipe seams 41 , and the double-walled circular pipe pillar includes three welded bodies 22 formed of welding materials. The outer tube 20 is adopted to include three pillars of arc-shaped tube plates 21, the welding position is increased, and the area of the welded connection between the outer tube 20 and the inner tube 10 is increased, which can ensure that the larger-diameter large round tube 40 can be firmly cut. The ground and inner view are welded and fixed to ensure the overall structural strength of the pillar.

在一实施例中,支柱中弧形管板21的总数量为两个或四个。In one embodiment, the total number of arc-shaped tube plates 21 in the pillar is two or four.

在支柱应用于船舶上建结构时,支柱固定在上层甲板与下层甲板之间。每层甲板包括板体、以及固定于主板体的横向构件与纵向构件。纵向构件沿船舶纵向布置,横向构件沿船舶横向布置,纵向构件主要承载纵向力保证甲板纵向强度,横向构件主要承载横向力保证甲板横向强度。其中,船舶宽度方向即船舶横向,船舶长度方向即船舶纵向。纵向构件可以为但不限于纵桁、纵骨;纵向构件用于承受船舶总纵弯矩,保证总纵强度。横向构件总称横梁,按照横梁位置和尺寸大小可以分为普通横梁、半梁、舱口端梁、强横梁,横向构件用于保证船体横向强度。一般甲板可以分为横骨架式结构与纵骨架式结构,横骨架式结构中横向构件作为主要承力构件,纵骨架式结构中纵向构件作为主要承力构件。When the pillar is applied to the superstructure of the ship, the pillar is fixed between the upper deck and the lower deck. Each deck includes a board body, and transverse and longitudinal members fixed to the main body. The longitudinal members are arranged along the longitudinal direction of the ship, and the transverse members are arranged along the transverse direction of the ship. The longitudinal members mainly carry the longitudinal force to ensure the longitudinal strength of the deck, and the transverse members mainly carry the transverse force to ensure the transverse strength of the deck. Wherein, the direction of the width of the ship is the transverse direction of the ship, and the direction of the length of the ship is the longitudinal direction of the ship. Longitudinal members can be, but not limited to, girders and longitudinals; longitudinal members are used to withstand the longitudinal bending moment of the ship and ensure the overall longitudinal strength. Transverse members are collectively called beams, which can be divided into ordinary beams, half beams, hatch end beams, and strong beams according to the position and size of the beams. The transverse members are used to ensure the transverse strength of the hull. Generally, the deck can be divided into transverse frame structure and longitudinal frame structure. In the transverse frame structure, the transverse member is the main load-bearing member, and in the longitudinal frame structure, the longitudinal member is the main load-bearing member.

其中,将支柱设置在横向构件与纵向构件交错的位置,可以通过支柱有效支撑甲板,提高上下层甲板应力传递效果。Among them, the struts are arranged at the interlaced positions of the transverse members and the longitudinal members, which can effectively support the deck through the struts and improve the stress transfer effect of the upper and lower decks.

当支柱中的外管20包括两个弧形管板21时,会在支柱的相对两侧分别形成两条焊缝,两条焊缝即两条焊接体22。在安装该双壁圆管支柱时,可以将焊接体22相对船舶横向或纵向倾斜,以避开焊接体22横向或纵向设置;或者,对于横骨架式结构,将两侧焊接体22纵向设置,即调整两侧焊接体22位于支柱左右两侧,避免焊缝影响横向应力传递效果,以保证支柱横向应力传递效果;对于纵骨架式结构,将两侧焊接体22横向设置,即调整两侧焊接体22位于支柱前后两侧,避免焊缝影响纵向应力传递效果,以保证支柱纵向应力传递效果。When the outer tube 20 in the pillar includes two arc-shaped tube plates 21 , two weld seams, ie, two welded bodies 22 , are formed on opposite sides of the pillar. When installing the double-walled circular pipe pillar, the welded body 22 can be inclined horizontally or vertically relative to the ship, so as to avoid the horizontal or vertical arrangement of the welded body 22; or, for the transverse skeleton structure, the welded bodies 22 on both sides are arranged vertically, That is, adjust the welding bodies 22 on both sides to be located on the left and right sides of the pillar, so as to avoid the influence of the weld seam on the effect of lateral stress transfer, so as to ensure the effect of lateral stress transfer on the pillar; The body 22 is located on both sides of the front and back of the pillar, so as to prevent the welding seam from affecting the longitudinal stress transfer effect, so as to ensure the longitudinal stress transfer effect of the pillar.

当支柱的外管20包括四个弧形管板21时,支柱包括四个焊缝,可以将四个焊缝调整至与船舶横向、船舶纵向呈45度。以通过弧形管板21可靠传递上下层甲板应力。When the outer tube 20 of the pillar includes four arc-shaped tube sheets 21, the pillar includes four welds, which can be adjusted to form 45 degrees with the transverse direction of the ship and the longitudinal direction of the ship. In order to reliably transmit the stress of the upper and lower decks through the arc tube plate 21.

换言之,该双壁圆管支柱的外管20配置为包括两个或四个弧形管板21的效果较好,方便根据船舶甲板上的横向构件、纵向构件调整支柱的角度,保证支柱可靠传递应力,避免应力集中,保证支柱结构强度。In other words, the configuration of the outer tube 20 of the double-walled circular tube strut to include two or four arc-shaped tube plates 21 has a better effect, which is convenient for adjusting the angle of the strut according to the transverse and longitudinal components on the deck of the ship, and ensures the reliable transmission of the strut stress, avoid stress concentration, and ensure the strength of the pillar structure.

在一实施例中,外管20的弧形管板21的内壁抵接内管10,以保证内管10与弧形管板21之间能够通过接触传递力,保证支柱整体受力均匀,提高支柱结构强度,抗弯性能。In one embodiment, the inner wall of the arc-shaped tube plate 21 of the outer tube 20 abuts against the inner tube 10, so as to ensure that the inner tube 10 and the arc-shaped tube plate 21 can transmit force through contact, ensure that the overall force of the pillar is uniform, and improve Pillar structural strength, bending performance.

图1中,第一半管与第二半管关于内管10的中心轴线对称,换言之,两个弧形管板21相对内管10中心轴线对称,进而保证两条焊缝对称,从而保证支柱受力对称。并且,第一半管的内壁的抵接内管10的外壁,第二半管的内壁抵接内管10的外壁,以保证第一半管与内管10之间,第二半管与内管10之间内力的传递。In Fig. 1, the first half pipe and the second half pipe are symmetrical with respect to the central axis of the inner pipe 10, in other words, the two arc-shaped tube plates 21 are symmetrical with respect to the central axis of the inner pipe 10, thereby ensuring the symmetry of the two welds, thus ensuring the support The force is symmetrical. Moreover, the inner wall of the first half pipe abuts against the outer wall of the inner pipe 10, and the inner wall of the second half pipe abuts against the outer wall of the inner pipe 10, so as to ensure that between the first half pipe and the inner pipe 10, the second half pipe and the inner pipe Transmission of internal forces between tubes 10.

在一实施例中,外管20包括对称设置的第一半管与第二半管。为了加强两个半管与内管10之间的连接强度,在第一半管的中间位置沿长度方向间隔开塞焊孔进行塞焊,对应地,在第二半管的中间位置沿长度方向间隔开塞焊孔进行塞焊。当内管10左右两侧设置两个半管时,支柱的左右两侧沿长度方向间隔地设置塞焊孔,塞焊孔内填充焊接材料实现半管与内管10之间的焊接固定,在支柱前后两侧形成半管之间的管缝41,管缝41内填充焊接材料实现半管之间、以及半管与内管10之间的焊接固定。如此,本发明的支柱中,半管两侧、半管中间位置均可以实现与内管10之间的焊接固定,支柱整体结构强度高。In one embodiment, the outer tube 20 includes a first half tube and a second half tube symmetrically arranged. In order to strengthen the connection strength between the two half pipes and the inner pipe 10, plug welding holes are spaced along the length direction at the middle position of the first half pipe for plug welding, and correspondingly, at the middle position of the second half pipe along the length direction Space the plug holes for plug welding. When two half pipes are arranged on the left and right sides of the inner pipe 10, plug welding holes are arranged at intervals along the length direction on the left and right sides of the pillar, and the welding material is filled in the plug welding holes to realize the welding and fixing between the half pipe and the inner pipe 10. Pipe seams 41 between the half pipes are formed on the front and rear sides of the pillar, and the pipe seams 41 are filled with welding material to realize welding and fixing between the half pipes and between the half pipes and the inner pipe 10 . In this way, in the pillar of the present invention, both sides of the half pipe and the middle of the half pipe can be welded and fixed to the inner pipe 10 , and the overall structural strength of the pillar is high.

需要说明的是,半管即弧形管板21。It should be noted that the half pipe is the arc-shaped tube plate 21 .

在一实施例中,在第一半管、第二半管长度尺寸1/4位置与3/4位置之间的区域设置塞焊孔,避免在半管端部附近设置塞焊孔,在支柱安装于上下甲板之间时,保证弧形管板21接近甲板的部分的及完整性,保证结构强度。In one embodiment, plug welding holes are provided in the area between the 1/4 position and the 3/4 position of the length dimension of the first half pipe and the second half pipe, avoiding setting plug welding holes near the end of the half pipe, and When installed between the upper and lower decks, ensure the integrity and integrity of the part of the arc-shaped tube plate 21 close to the deck, and ensure the structural strength.

在一实施例中,为了方便制造加工,在切割大圆管40时,同时切割出焊接坡口,换言之,相邻两个弧形管板21之间形成坡口。如此,当支柱包括两个弧形管板21时,两个弧形管板21设于支柱第一对称面的相对两侧,且弧形管板21周向上的侧壁相对第一对称面倾斜。在切割大圆管40时,进行四次切割(图中箭头所指位置即为切割位置),每两次切割完成一次切断,每次切割时进行斜切,以在将两个半管套在内管10外侧之后,在两个半管的倾斜的管侧壁之间形成焊接坡口,便于焊接。焊接坡口即为管缝41,管缝41两侧壁倾斜。In one embodiment, in order to facilitate manufacturing and processing, when cutting the large round tube 40 , a welding bevel is cut at the same time, in other words, a bevel is formed between two adjacent arc-shaped tube plates 21 . In this way, when the pillar includes two arc-shaped tube plates 21, the two arc-shaped tube plates 21 are arranged on opposite sides of the first symmetrical plane of the pillar, and the circumferential side walls of the arc-shaped tube plate 21 are inclined relative to the first symmetrical plane . When cutting the large round pipe 40, four cuts are carried out (the position indicated by the arrow in the figure is the cutting position), and a cut is completed every two cuts, and an oblique cut is carried out during each cut to cover the two half pipes inside After the outside of the tube 10, a weld bevel is formed between the inclined tube side walls of the two half-pipes to facilitate welding. The welding groove is the pipe seam 41, and the two side walls of the pipe seam 41 are inclined.

在一实施例中,弧形管板21长度方向上的端面与内管10长度方向上的端面齐平。如此,支柱的外管20与内管10在安装至上下层甲板之间时,支柱的弧形管板21的端部、内管10的端部均能接触连接上下甲板,支柱的弧形管板21、内管10可以均匀接收甲板传递的应力,避免单内管10直接受力或避免外管20直接受力,保证支柱结构强度。In one embodiment, the end surface of the arc-shaped tube plate 21 in the length direction is flush with the end surface of the inner tube 10 in the length direction. In this way, when the outer tube 20 and the inner tube 10 of the pillar are installed between the upper and lower decks, the ends of the arc-shaped tube plate 21 of the pillar and the end of the inner tube 10 can contact and connect the upper and lower decks, and the arc-shaped tube of the pillar The plate 21 and the inner tube 10 can evenly receive the stress transmitted by the deck, avoiding the direct stress of the single inner tube 10 or the outer tube 20, and ensuring the structural strength of the pillar.

请参照图1至图9,下面提供双壁圆管支柱制造方法,该方法用于制造前述任意实施例中的支柱。Please refer to FIG. 1 to FIG. 9 , a method for manufacturing a double-walled circular tube strut is provided below, which is used to manufacture the strut in any of the aforementioned embodiments.

该双壁圆管支柱制造方法包括准备步骤、切割步骤、焊接步骤。The manufacturing method of the double-wall circular tube pillar includes a preparation step, a cutting step and a welding step.

准备步骤:准备不同直径的两种空心圆管,小圆管30的外径为d1,大圆管40的内径为d2,d1=d2,或d1稍小于d2。其中,小圆管30用于作为双壁圆管支柱的内管10,大圆管40用于作为双壁圆管支柱的外管20。Preparation step: prepare two kinds of hollow circular tubes with different diameters, the outer diameter of the small circular tube 30 is d1, the inner diameter of the large circular tube 40 is d2, d1=d2, or d1 is slightly smaller than d2. Wherein, the small round tube 30 is used for the inner tube 10 as a double-walled round tube support, and the large round tube 40 is used for the outer tube 20 as a double-walled round tube support.

切割步骤:沿大圆管40的长度方向进行多次切割,以形成多个弧形管板21。Cutting step: performing multiple cuts along the length direction of the large round tube 40 to form multiple arc-shaped tube plates 21 .

焊接步骤:在多个弧形管板21围于小圆管30的外壁时,在相邻弧形管板21之间的管缝41处进行焊接,形成双壁圆管支柱;小圆管30为内管10,多个弧形管板21焊接后形成外管20。Welding step: When a plurality of arc-shaped tube plates 21 surround the outer wall of the small round tube 30, welding is performed at the pipe seam 41 between adjacent arc-shaped tube plates 21 to form a double-walled round tube pillar; the small round tube 30 For the inner tube 10 , a plurality of arc-shaped tube plates 21 are welded to form the outer tube 20 .

其中,大圆管40内径大于小圆管30外径,并且,d1=d2,或d1稍小于d2,大圆管40切割后形成的弧形管板21的内壁弧度与小圆管30的外壁弧度适配,可以直接将弧形管板21装配在小圆管30外部。如此,无需专门采购平板材进行弯曲、折弯加工以作为用于装配在小圆管30外部的弧形管板21,物料采购方便,制造方便。Wherein, the inner diameter of the large round pipe 40 is larger than the outer diameter of the small round pipe 30, and d1=d2, or d1 is slightly smaller than d2, the inner wall radian of the arc-shaped tube plate 21 formed after the large round pipe 40 is cut is suitable for the outer wall radian of the small round pipe 30 Matching, the arc-shaped tube plate 21 can be directly assembled on the outside of the small round tube 30. In this way, there is no need to specially purchase flat materials for bending and bending processing as the arc-shaped tube plate 21 for assembling on the outside of the small round tube 30 , which is convenient for material procurement and manufacturing.

在焊接步骤中,在弧形管板21的管缝41处焊接时,焊接材料形成的固体焊接体22的三面分别与两侧弧形管板21侧壁、内管10外壁固定,一次焊接实现三个构件的固定,效率高,稳定性好,整体性好。In the welding step, when welding at the pipe seam 41 of the arc-shaped tube plate 21, the three sides of the solid welded body 22 formed by the welding material are respectively fixed to the side walls of the arc-shaped tube plate 21 on both sides and the outer wall of the inner tube 10, and one-time welding realizes The fixing of the three components has high efficiency, good stability and good integrity.

在一实施例中,制造方法还包括组装步骤。准备步骤、切割步骤、组装步骤、焊接步骤依序进行。需要说明的是,几个步骤依序指的是这几个步骤前后相对顺序,示例性地,当切割步骤与组装步骤之间还包括其他步骤时,也属于切割步骤与组装步骤依序进行的范围。下面对组装步骤、以及焊接步骤的具体细节进行描述。In one embodiment, the manufacturing method further includes an assembling step. The preparation step, the cutting step, the assembling step, and the welding step are performed in sequence. It should be noted that the sequence of several steps refers to the relative sequence of these steps. For example, when other steps are included between the cutting step and the assembling step, it also belongs to the sequentially performing the cutting step and the assembling step. scope. The specific details of the assembling step and the welding step are described below.

组装步骤:将多个弧形管板21沿内管10的周向间隔地安装,相邻弧形管板21之间保留管缝41。Assembly step: install a plurality of arc-shaped tube plates 21 at intervals along the circumference of the inner tube 10 , and keep tube seams 41 between adjacent arc-shaped tube plates 21 .

焊接步骤:在管缝41位置,沿内管10的长度方向焊接,以在管缝41形成用于固定相邻弧形管板21、并用于固定弧形管板21与内管10的焊接体22。换言之,焊接体22的第一侧与一侧的弧形管板21的侧壁固定,焊接体22的第二侧与内管10(小圆管30)外壁固定,焊接体22的第三侧与另一侧的弧形管板21的侧壁固定。Welding step: at the position of the pipe seam 41, weld along the length direction of the inner pipe 10 to form a welded body at the pipe seam 41 for fixing the adjacent arc-shaped tube plate 21 and for fixing the arc-shaped tube plate 21 and the inner pipe 10 twenty two. In other words, the first side of the welded body 22 is fixed to the side wall of the arc-shaped tube plate 21 on one side, the second side of the welded body 22 is fixed to the outer wall of the inner tube 10 (small round tube 30 ), and the third side of the welded body 22 It is fixed with the side wall of the arc tube plate 21 on the other side.

在其他实施例中,也可以在切割大圆管40之前,将小圆管30直接插入大圆管40的内部,再进行大圆管40切割的步骤,切割完大圆管40后,直接在相邻弧形管板21之间进行焊接。In other embodiments, it is also possible to insert the small round tube 30 directly into the inside of the large round tube 40 before cutting the large round tube 40, and then perform the step of cutting the large round tube 40. Welding is performed between the tube sheets 21 .

为了方便描述,将小圆管30插入大圆管40内部,再进行切割步骤、组装步骤的制造方法称为先组装后切割法,将依序进行切割步骤、组装步骤(将多个弧形管板21装于小圆管30外部)、焊接步骤的制造方法称为先切割后组装法。For the convenience of description, the manufacturing method of inserting the small round tube 30 into the inside of the large round tube 40, and then performing the cutting step and the assembly step is called the first assembly and then the cutting method. 21 is contained in small round tube 30 outsides), the manufacturing method of welding step is called the assembly method after first cutting.

其中,若在切割前先将小圆管30插入大圆管40,可以通过人工对位插装,但是存在对位难度高,插装过程中摩擦阻力大,容易损伤管件等问题,并且对大圆管40小圆管30尺寸要求高,对管件容差率低。先切割后组装法相对于先组装后切割法,切割后的弧形管板21可以直接套在小圆管30外,组装要求低,更容易实现,并且更适合通过辅助设备进行组装过程,提高制造效率。Among them, if the small round tube 30 is inserted into the large round tube 40 before cutting, it can be inserted through manual alignment, but there are problems such as high difficulty in alignment, large frictional resistance during the insertion process, and easy damage to the pipe fittings. 40 small round pipe 30 has high size requirements, and the tolerance rate for pipe fittings is low. Compared with the method of assembling first and then cutting, the cutting first and then assembling method, the arc-shaped tube plate 21 after cutting can be directly placed on the outside of the small round tube 30, the assembly requirements are low, it is easier to realize, and it is more suitable for the assembly process through auxiliary equipment, which improves the manufacturing efficiency. efficiency.

在一实施例中,制造方法还包括移管步骤。准备步骤S100、切割步骤S200、移管步骤S300、组装步骤S400、焊接步骤S500依序进行。下面对切割步骤、移管步骤、组装步骤进行更详细的描述。In one embodiment, the manufacturing method further includes a pipetting step. The preparation step S100, the cutting step S200, the pipe transfer step S300, the assembling step S400, and the welding step S500 are performed in sequence. The cutting step, pipetting step and assembling step are described in more detail below.

切割步骤包括:The cutting steps include:

将大圆管40放置于支撑架50的弧形槽501内,大圆管40的上部由支撑架50上方露出;Place the large round tube 40 in the arc-shaped groove 501 of the support frame 50, and the upper part of the large round tube 40 is exposed above the support frame 50;

切割大圆管40的一侧,在大圆管40的一侧切割第一管缝41;Cut one side of the large round pipe 40, and cut the first pipe seam 41 on one side of the large round pipe 40;

将支撑架50内的大圆管40翻转180度,切割大圆管40的另一侧,在大圆管40的一侧切割第二管缝41,大圆管40被切割为两个弧形管板21;The large round tube 40 in the support frame 50 is turned over 180 degrees, the other side of the large round tube 40 is cut, and the second tube seam 41 is cut on one side of the large round tube 40, and the large round tube 40 is cut into two arc-shaped tube sheets 21;

其中,切割步骤中使用的支撑架50包括两个可拆分的半架体51,每个半架体51包括一个槽部502,每个槽部502为弧形槽501的一半,两个半架体51合并形成支撑架50整体时,两个槽部502之间连通形成上方开口的弧形槽501,弧形槽501的槽壁弧度尺寸与大圆管40外壁匹配。Wherein, the support frame 50 used in the cutting step includes two detachable half-frame bodies 51, each half-frame body 51 includes a groove portion 502, each groove portion 502 is half of the arc groove 501, and the two half-frame bodies 51 When the frames 51 are merged to form the support frame 50 as a whole, the two grooves 502 are connected to form an arc-shaped groove 501 with an upper opening.

移管步骤包括:Transfer steps include:

将大圆管40切割为两个弧形管板21后,移动半架体51以使两个半架体51分开,以使两个弧形管板21分离;After cutting the large round tube 40 into two arc-shaped tube plates 21, move the half-frame body 51 to separate the two half-frame bodies 51 so that the two arc-shaped tube plates 21 are separated;

将小圆管30移至第一胎架与第二胎架之间;Move the small round tube 30 between the first tire frame and the second tire frame;

移动半架体51,使两个半架体51相互接近,使两个弧形管板21分别卡套于小圆管30的左右两侧。Move the half-frame body 51 to make the two half-frame bodies 51 close to each other, so that the two arc-shaped tube plates 21 are fitted on the left and right sides of the small round tube 30 respectively.

本发明的制造方法,采用可移动打开、合并的支撑架50支撑大圆管40,在切割大圆管40时,支撑架50两个半架体51合并,并且,支撑架50两个半架体51通过拉扣固定、锁具固定等方式固定,以对待切割的大圆管40提供稳定支撑。In the manufacturing method of the present invention, the large round pipe 40 is supported by a support frame 50 that can be moved, opened and combined. Fix by buckle fixing, lock fixing, etc., so as to provide stable support for the large round pipe 40 to be cut.

在完成大圆管40切割后,大圆管40被切成两个对称的弧形管板21,再解除两个半架体51之间的连接,通过驱动装置驱动或人工推动,将两个半架体51分离开,分离时,可以在半架体51内侧设置阻挡件或者通过人工扶持等方式,阻挡被切割的弧形管板21从半架体51的内侧脱落掉出。将两个半架体51分开后,两个弧形管板21、两个半架体51之间形成一个放管间隙,方便将小圆管30移动至放管间隙后,再合并两个半架体51。After completing the cutting of the large round tube 40, the large round tube 40 is cut into two symmetrical arc-shaped tube sheets 21, and then the connection between the two half-frame bodies 51 is released, and the two half-frames are driven by a driving device or manually pushed. Body 51 separates, and when separating, stop piece can be set in half frame body 51 inner side or by modes such as artificial support, stop the arc tube plate 21 that is cut to come off from the inboard of half frame body 51 and fall out. After the two half-frames 51 are separated, a tube-releasing gap is formed between the two arc-shaped tube sheets 21 and the two half-frames 51, which is convenient for moving the small round tube 30 to the tube-releasing gap before merging the two half-frames. Frame body 51.

其中,设置在半架体51内侧的阻挡件可以配置为可控制升降的阻挡件,在两个半架体51合并的过程中,阻挡件触碰到小圆管30时,阻挡件自动下降,以避位,方便弧形管板21套在小圆管30外部。Wherein, the blocking member arranged on the inner side of the half-frame body 51 can be configured as a controllable lifting blocking member. When the two half-frame bodies 51 are merged, when the blocking member touches the small round tube 30, the blocking member automatically descends. To avoid the position, it is convenient for the arc-shaped tube plate 21 to be sleeved on the outside of the small round tube 30 .

本发明的制造方法,通过采用两个半架体51可分离合并的支撑架50作为用于支撑大圆管40的胎架,既方便实现弧形管板21与小圆管30的组装,相对于将大圆管40切割后人工地将弧形管板21搬动至小圆管30外部组装的方法,更加方便,适合机械化制造。并且,两个半架体51合并后,即可实现小圆管30位于两个弧形管板21之间的组装,两个半架体51再进行固定形成支撑架50,支撑架50随即即可提供焊接支撑台,方便进行后续的焊接步骤。In the manufacturing method of the present invention, by adopting the support frame 50 that can be separated and merged by two half-frame bodies 51 as the tire frame for supporting the large round tube 40, it is convenient to realize the assembly of the arc-shaped tube plate 21 and the small round tube 30. Compared with The method of manually moving the arc-shaped tube plate 21 to the outside of the small round tube 30 after cutting the large round tube 40 is more convenient and suitable for mechanized manufacturing. Moreover, after the two half-frame bodies 51 are merged, the assembly of the small round tube 30 between the two arc-shaped tube plates 21 can be realized, and the two half-frame bodies 51 are then fixed to form a support frame 50, and the support frame 50 immediately A welding support table is available to facilitate subsequent welding steps.

本发明的制造方法流程合理,制造效率高。The manufacturing method of the invention has reasonable flow and high manufacturing efficiency.

在一实施例中,移管步骤中,如图8所示,可以采用管支撑件60进行移管。管支撑件60为折弯形状,管支撑件60包括相连接的横架以及竖架,横架一端悬空,竖架底部设置滑块,滑块安装于天侧导轨或地侧导轨。管支撑件60设置在支撑架50长度方向的一侧。In one embodiment, in the pipetting step, as shown in FIG. 8 , a pipe support 60 may be used for pipetting. The pipe support 60 has a bent shape. The pipe support 60 includes a connected horizontal frame and a vertical frame. One end of the horizontal frame is suspended in the air, and a slider is provided at the bottom of the vertical frame. The slider is installed on the sky-side guide rail or the ground-side guide rail. The pipe support 60 is disposed on one side of the support frame 50 in the lengthwise direction.

在移管步骤中,将小圆管30套在横架上,然后通过直线驱动装置驱动管支撑件60沿导轨移动,将小圆管30移动至两个弧形管板21、两个半架体51之间,然后两个半架体51合并,使两个弧形管板21套在小圆管30左右两侧。由于横架位于小圆管30内部且横架平行于弧形管板21,管支撑件60的横架并不干涉弧形管板21与小圆管30之间的组装和/或焊接。In the pipe transfer step, the small round tube 30 is placed on the horizontal frame, and then the tube support 60 is driven to move along the guide rail by a linear drive device, and the small round tube 30 is moved to the two arc-shaped tube plates 21 and the two half frame bodies. 51, then the two half frame bodies 51 merge, so that the two arc-shaped tube plates 21 are enclosed within the small round tube 30 left and right sides. Since the horizontal frame is located inside the small circular tube 30 and parallel to the arc-shaped tube plate 21 , the horizontal frame of the tube support 60 does not interfere with the assembly and/or welding between the arc-shaped tube plate 21 and the small circular tube 30 .

在一实施例中,在移管步骤中,通过直线驱动装置驱动一侧半架体51沿天侧导轨或地侧导轨横向移动,以进行两个半架体51的合并或分离。通过机械设备自动化或半自动化实现移管步骤,制造效率更高。In one embodiment, in the pipe transfer step, a linear driving device drives one half frame body 51 to move laterally along the sky side guide rail or the ground side guide rail, so as to merge or separate the two half frame bodies 51 . The transfer step is realized through automation or semi-automation of mechanical equipment, and the manufacturing efficiency is higher.

于本文的描述中,需要理解的是,术语“上”、“下”、“左、”“右”等方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述和简化操作,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”,仅仅用于在描述上加以区分,并没有特殊的含义。In the description herein, it should be understood that the terms "up", "down", "left", "right" and other orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of description and Simplification of operation, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and thus should not be construed as limiting the invention. In addition, the terms "first" and "second" are only used for distinction in description and have no special meaning.

在本说明书的描述中,参考术语“一实施例”、“示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本发明的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。In the description of this specification, a description referring to the terms "an embodiment", "an example" and the like means that a specific feature, structure, material or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present invention middle. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or example.

此外,应当理解,虽然本说明书按照实施方式加以描述,但并非每个实施方式仅包含一个独立的技术方案,说明书的这种叙述方式仅仅是为清楚起见,本领域技术人员应当将说明书作为一个整体,各实施例中的技术方案也可以适当组合,形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although this specification is described according to implementation modes, not each implementation mode only includes an independent technical solution, and this description in the specification is only for clarity, and those skilled in the art should take the specification as a whole , the technical solutions in the various embodiments can also be properly combined to form other implementations that can be understood by those skilled in the art.

以上结合具体实施例描述了本发明的技术原理。这些描述只是为了解释本发明的原理,而不能以任何方式解释为对本发明保护范围的限制。基于此处的解释,本领域的技术人员不需要付出创造性的劳动即可联想到本发明的其它具体实施方式,这些方式都将落入本发明的保护范围之内。The above describes the technical principles of the present invention in conjunction with specific embodiments. These descriptions are only for explaining the principles of the present invention, and cannot be construed as limiting the protection scope of the present invention in any way. Based on the explanations herein, those skilled in the art can think of other specific implementation modes of the present invention without creative efforts, and these modes will all fall within the protection scope of the present invention.

Claims (10)

1. A double-walled circular tube strut, characterized by comprising an inner tube (10) and an outer tube (20);
the inner tube (10) is a hollow circular tube; the outer tube (20) comprises a plurality of arc tube plates (21), and the plurality of arc tube plates (21) are surrounded on the outer part of the inner tube (10); a pipe seam (41) is formed between the adjacent arc-shaped pipe plates (21), a welding body (22) is arranged in the pipe seam (41), and the arc-shaped pipe plates (21) and the inner pipe (10) are fixed through the welding body (22).
2. The double-walled circular tube strut according to claim 1, characterized in that the outer tube (20) comprises two of the arc tube sheets (21), the two arc tube sheets (21) comprising a first half tube and a second half tube; one side of the first half pipe and the second half pipe are fixed through a first welding body (22), and the other side of the first half pipe and the second half pipe are fixed through a second welding body (22).
3. The double-walled circular tube strut according to claim 1, characterized in that the number of arc tube plates (21) in the outer tube (20) is two or four.
4. The double-walled circular tube strut according to claim 2, characterized in that the first half tube and the second half tube are symmetrical about the central axis of the inner tube (10), the inner wall of the first half tube abutting the outer wall of the inner tube (10), the inner wall of the second half tube abutting the outer wall of the inner tube (10).
5. A double-walled circular tube strut according to claim 2, characterized in that the end surfaces in the length direction of the arc tube plates (21) are flush with the end surfaces in the length direction of the inner tube (10).
6. A method of manufacturing a double-walled tubular strut, for manufacturing a strut as claimed in any one of claims 1 to 5; the manufacturing method of the double-wall round pipe strut comprises the following steps:
cutting: cutting along the length direction of the large round tube (40) to form a plurality of arc tube plates (21);
and (3) welding: the arc tube plates (21) are circumferentially surrounded on the outer part of the small round tube (30) along the circumference of the small round tube (30), and welding is carried out at a tube seam (41) between the adjacent arc tube plates (21) to form the double-wall round tube pillar; the small round tube (30) is the inner tube (10), and the outer tube (20) is formed after a plurality of arc tube plates (21) are welded.
7. The method of manufacturing a double-walled tubular strut of claim 6, further comprising an assembly step performed between the cutting step and the welding step;
the assembling step comprises the following steps: -mounting a plurality of said arc tube plates (21) at intervals along the circumference of said inner tube (10), with a tube gap (41) remaining between adjacent ones of said arc tube plates (21);
the welding step comprises the following steps: and welding is performed along the length direction of the inner tube (10) at the position of the tube seam (41) so as to form a welding body (22) for fixing the adjacent arc-shaped tube plate (21) and fixing the arc-shaped tube plate (21) and the inner tube (10) at the tube seam (41).
8. The method of manufacturing a double-walled tubular strut of claim 7, wherein in the cutting step, the large tubular (40) is cut to form two symmetrical arcuate tube sheets (21).
9. The method of manufacturing a double-walled tubular strut of claim 8, wherein in the cutting step:
the large round tube (40) is placed in an arc-shaped groove (501) of the supporting frame (50), and the upper part of the large round tube (40) is exposed from the upper part of the supporting frame (50);
cutting one side of the large circular tube (40), and cutting a first tube seam (41) on one side of the large circular tube (40);
turning over the large round tube (40) in the supporting frame (50) for 180 degrees, cutting the other side of the large round tube (40), cutting a second tube slit (41) on one side of the large round tube (40), and cutting the large round tube (40) into two arc tube plates (21).
10. The method of manufacturing a double-walled tubular strut of claim 9, further comprising a tube moving step; the tube moving step is performed between the cutting step and the assembling step;
in the cutting step:
the used support frame (50) comprises two half frame bodies (51), the two half frame bodies (51) can move away from each other or approach each other, each half frame body (51) comprises a half groove, and the arc-shaped grooves (501) are formed when the two half frame bodies (51) are combined;
in the tube moving step:
after the large round tube (40) is cut into two arc tube plates (21), the half frame bodies (51) are moved so as to separate the two half frame bodies (51), and the two arc tube plates (21) are separated;
moving the small round tube (30) between the two half frame bodies (51);
and moving the half frame bodies (51) to enable the two half frame bodies (51) to approach each other, and enabling the two arc tube plates (21) to be respectively sleeved on the left side and the right side of the small round tube (30).
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU648463A1 (en) * 1977-09-06 1979-02-25 Предприятие П/Я В-8662 Ship pillar
CN201057316Y (en) * 2007-06-20 2008-05-07 中国石油天然气集团公司 Heavy caliber double-layer submerged arc welding pipe
KR20110061840A (en) * 2009-12-02 2011-06-10 서울시립대학교 산학협력단 Joint structure and construction method of hollow concrete-filled double steel pipe columns and H-beams
JP2013083071A (en) * 2011-10-07 2013-05-09 Nippon Steel & Sumitomo Metal Double pipe structure using spiral pipe
CN208169975U (en) * 2018-05-17 2018-11-30 江苏迪欧姆股份有限公司 High-strength accurate welded still pipe
US20220097807A1 (en) * 2020-09-28 2022-03-31 Arcosa Marine Products, Inc. Container hopper barge with pedestal support system
CN114688352A (en) * 2022-04-22 2022-07-01 中国原子能科学研究院 Pipes for transporting liquid metal in the reactor hall

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU648463A1 (en) * 1977-09-06 1979-02-25 Предприятие П/Я В-8662 Ship pillar
CN201057316Y (en) * 2007-06-20 2008-05-07 中国石油天然气集团公司 Heavy caliber double-layer submerged arc welding pipe
KR20110061840A (en) * 2009-12-02 2011-06-10 서울시립대학교 산학협력단 Joint structure and construction method of hollow concrete-filled double steel pipe columns and H-beams
JP2013083071A (en) * 2011-10-07 2013-05-09 Nippon Steel & Sumitomo Metal Double pipe structure using spiral pipe
CN208169975U (en) * 2018-05-17 2018-11-30 江苏迪欧姆股份有限公司 High-strength accurate welded still pipe
US20220097807A1 (en) * 2020-09-28 2022-03-31 Arcosa Marine Products, Inc. Container hopper barge with pedestal support system
CN114688352A (en) * 2022-04-22 2022-07-01 中国原子能科学研究院 Pipes for transporting liquid metal in the reactor hall

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