WO2023024281A1 - Internally multi-stiffened round tube adapter supporting node with structure in shape of chinese character "目", and manufacturing process therefor - Google Patents

Internally multi-stiffened round tube adapter supporting node with structure in shape of chinese character "目", and manufacturing process therefor Download PDF

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Publication number
WO2023024281A1
WO2023024281A1 PCT/CN2021/131862 CN2021131862W WO2023024281A1 WO 2023024281 A1 WO2023024281 A1 WO 2023024281A1 CN 2021131862 W CN2021131862 W CN 2021131862W WO 2023024281 A1 WO2023024281 A1 WO 2023024281A1
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Prior art keywords
corbel
welding
groove
weld
shaped
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PCT/CN2021/131862
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French (fr)
Chinese (zh)
Inventor
李勇军
蒋飞
范迎利
刘心艺
陈楚
Original Assignee
江苏沪宁钢机股份有限公司
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Publication of WO2023024281A1 publication Critical patent/WO2023024281A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5825Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5837Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/246Post to post connections

Definitions

  • the invention belongs to the technical field of steel structure buildings, and in particular relates to a support node and a manufacturing process for connecting internal multi-channel stiffened circular tubes to a mesh-shaped structure.
  • Steel structure building is a new type of building system, which breaks through the industry boundaries among real estate, construction, and metallurgical industries, and integrates them into a new industrial system.
  • steel structure buildings use steel plates or section steel instead of reinforced concrete, which has higher strength and better earthquake resistance.
  • the components can be manufactured in a factory and installed on site, the construction period is greatly reduced. Due to the reusable use of steel, construction waste can be greatly reduced, and it is more environmentally friendly, so it is widely adopted by countries all over the world and used in industrial buildings and civil buildings.
  • Support nodes are the main support components in steel structure buildings. Most of the current common support nodes are cylindrical or square columns. During the construction process, because they need to be connected with other components, the existing support nodes have fewer connection points. , which greatly increases the difficulty of connecting the required connecting parts and supporting nodes, and requires the use of many adapters to connect to achieve the connection, which not only increases the workload of workers, but also due to the thicker steel plate, complex structure, and It is extremely difficult to ensure the size, and the construction has brought many difficulties, seriously affecting the construction period, so the existing structure of the supporting nodes still needs to be improved.
  • the purpose of the present invention is to provide a support node with internal multi-channel stiffened round pipes connected to the mesh structure, which is simple in structure and reasonable in setting.
  • the setting of the first corbel, the second corbel and the third corbel not only improves the stability of the structure, but also greatly increases the butt joint points of the support node, which facilitates its connection with other structures, so that the The support node realizes multi-directional transfer.
  • the present invention provides a manufacturing process for internal multi-channel stiffened circular tubes to transfer mesh structure support nodes.
  • the specific manufacturing process is as follows:
  • a kind of manufacturing process of internal multi-channel stiffened circular tube transfer mesh structure support node the welding method of the first circular tube column in step 2 is as follows:
  • Welding L-shaped closure that is, the L-shaped closure is firstly closed by itself, and welded by full penetration welding.
  • the groove adopts the form of root cleaning groove, and then the welded L-shaped A round pipe column connection, the joint is welded by full penetration welding, the groove form adopts the back plate welding groove form, and the L-shaped closing and the welding groove of the first round pipe column face inward;
  • An internal multi-channel stiffened circular pipe transfer mesh structure support node described in the present invention includes: a circular pipe column, a set of first corbels, second corbels and third corbels, wherein the first corbel The first corbel, the second corbel and the third corbel are all arranged on the circular pipe column, the two first corbels are arranged on both sides of the circular pipe column oppositely, and the second corbel and the third corbel are oppositely arranged on the The two sides of the cylindrical pipe column, and the second corbel and the third corbel are arranged at intervals from the first corbel.
  • a kind of internal multi-channel stiffening circular tube transfer mesh structure support node described in the present invention has a simple structure and reasonable setting.
  • the first cow The setting of the legs, the second corbel and the third corbel not only improves the stability of the structure, but also greatly increases the docking points of the support node, which facilitates its connection with other structures, allowing the support node to achieve multi-directional transfer, It solves the problem of difficult connection and steering in the current steel structure building construction process, so that it can better meet the needs of construction.
  • the circular pipe string includes a first circular pipe string, a second circular pipe string and a third circular pipe string
  • the second circular pipe string is arranged between the first circular pipe string and the third circular pipe string, so The first corbel, the second corbel and the third corbel are all arranged on the first circular pipe column.
  • a set of horizontal internal partitions is provided in the first circular pipe column, a set of vertical stiffeners are arranged between the horizontal internal partitions, and the connection between the vertical stiffeners and the horizontal internal partitions is provided Longitudinal stiffening plate; the arrangement of the horizontal internal partition and the vertical stiffening plate improves the stability and support of the first circular pipe column structure, thereby further improving the safety of its later use.
  • a set of second vertical stiffeners are provided in the second and third cylindrical pipe columns, and a cross reinforcing force is provided in the lower port of the third cylindrical pipe column.
  • the arrangement of the second vertical stiffener and the cross reinforcement effectively improves the structural stability of the second circular pipe column and the third circular pipe column, and further improves the stability of the circular pipe column structure.
  • the first corbel is an H-shaped corbel, which includes a top plate, a bottom plate and a vertical connecting plate, the top plate and the bottom plate are arranged opposite to each other up and down, and the vertical connecting plate is vertically arranged between the top plate and the bottom plate , the outer side of the vertical connecting plate is provided with a stiffening plate, and the side of the top plate and the bottom plate close to the round pipe column is arc-shaped, which is matched with the round pipe column.
  • the second corbel is a mesh-shaped corbel, which includes a corbel frame, a set of corbel webs, a set of inner partitions and a sealing plate, and the corbel webs are vertically arranged on the corbel frame Inside, the inner partition is set in the corbel frame and connected with the corbel web, and the sealing plate is set at the end of the corbel frame away from the round pipe column.
  • the third corbel adopts a box-shaped corbel, which includes a U-shaped closure, a corbel cover plate, a T row, an L-shaped closure and a set of side sealing plates, and one side of the U-shaped closure is connected to the circle
  • the pipe column is connected
  • the corbel cover is arranged above the U-shaped closure, and one side thereof is connected with the round pipe column
  • the T row is provided under the corbel cover, and its upper part is connected with the corbel cover
  • the side wall of one side U-shaped closing is connected, and the inner side is connected with the round pipe column.
  • the L-shaped closing is located on the side of the T row away from the U-shaped closing, which is connected with the round pipe column and the corbel cover.
  • the U-shaped The outer sides of closing and L-shaped closing are all provided with side sealing plates.
  • the third corbel adopts a unique structural setting, allowing it to realize multiple connection nodes, which facilitates the transfer between the support node and other components.
  • an internal strength plate assembly is provided inside the U-shaped closure, and the internal strength plate assembly includes a triangular internal strength plate and a vertical internal strength plate, and the triangular internal strength plate is horizontally arranged in the U-shaped closure.
  • the vertical inner stiffener is arranged above the triangular inner stiffener, and its two sides are respectively connected with the U-shaped closed inner wall and the circular pipe column. The setting of the inner stiffener assembly effectively improves the stability of the U-shaped closing structure.
  • the corbel cover plate is in the shape of a mountain.
  • a support plate is provided between the third corbel and the first corbel, and a support plate stiffener is provided below the support plate.
  • the T row includes a T row of bottom plates and a T row of vertical partitions, and the T row of vertical partitions is arranged above the T row of bottom plates, and H-shaped cowls are arranged on both sides of the T row of vertical partitions.
  • Leg stiffeners, H-shaped corbel webs are located on the outside of the vertical partitions in the T row.
  • An internal multi-channel stiffened circular tube transfer structure support node described in the present invention has a simple structure and reasonable setting. By optimizing the structure of the support node, its support performance is greatly improved.
  • the first The setting of the first corbel, the second corbel and the third corbel not only improves the stability of the structure, but also greatly increases the docking points of the support node, which facilitates its connection with other structures and allows the support node to realize multi-directional rotation. It solves the problem of difficult connection and steering in the current steel structure building construction process, so that it can better meet the needs of construction.
  • a set of horizontal internal partitions is provided in the first circular pipe column, and a group of vertical stiffeners are arranged between the horizontal internal partitions.
  • the arrangement of the horizontal internal partitions and the vertical stiffeners improve the stability and support of the structure of the first round pipe; the second round pipe and the third round pipe are provided with a set of second vertical stiffeners, and are located at the lower port of the third round pipe
  • the setting of the second vertical stiffener and the cross reinforcement effectively improves the structural stability of the second and third circular pipe columns, and further improves the stability of the circular pipe column structure, thereby further improving the stability of its later use. security.
  • the third corbel in the present invention adopts a unique structural setting, allowing it to realize multiple connection nodes, which facilitates the transfer between the support node and other components.
  • Fig. 1 is the structure schematic diagram of the internal multi-channel stiffening circular pipe transfer mesh word structure support node of the present invention
  • Figure 2 is a schematic diagram of the installation structure of the horizontal inner partition and the vertical stiffener in the present invention
  • Fig. 3 is the installation structure schematic diagram of the first corbel among the present invention.
  • Fig. 4 is the installation structure schematic diagram of the second corbel among the present invention.
  • Fig. 5 is the local schematic diagram of the second corbel among the present invention.
  • Fig. 6 is the structural representation of the 3rd corbel among the present invention.
  • Fig. 7 is the installation sketch map of H type corbel stiffener and H type corbel web among the present invention.
  • Fig. 8 is a schematic diagram of the installation structure of the inner stiffener assembly in the present invention.
  • Fig. 9 is a schematic diagram of the installation structure of the second vertical stiffener and the cross stiffener in the present invention.
  • first and second are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as “first” and “second” may explicitly or implicitly include one or more of these features.
  • plural means two or more, unless otherwise clearly defined.
  • 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.
  • “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.
  • an internal multi-channel stiffened circular pipe transfer mesh structure support node includes: a circular pipe column 1, a set of first corbels 2, second corbels 3 and third corbels 4, wherein,
  • the cylindrical pipe column 1 includes a first cylindrical pipe column 11, a second cylindrical pipe column 12 and a third cylindrical pipe column 13, and the second cylindrical pipe column 12 is arranged on the first cylindrical pipe column 11 and the third cylindrical pipe column.
  • first corbel 2, the second corbel 3 and the third corbel 4 are all arranged on the first circular pipe column 11, and the two first corbels 2 are relatively arranged on both sides of the circular pipe column 1
  • the second corbel 3 and the third corbel 4 are oppositely arranged on both sides of the cylindrical column 1 , and the second corbel 3 and the third corbel 4 are spaced apart from the first corbel 2 .
  • the first corbel 2 is an H-shaped corbel, which includes a top plate 21, a bottom plate 22 and a vertical connecting plate 23.
  • the top plate 21 and the bottom plate 22 are arranged up and down oppositely, and the vertical connecting plate 23 is vertical.
  • the outer side of the vertical connecting plate 23 is provided with a stiffening plate 24, and the side of the top plate 21 and the bottom plate 22 close to the round tube column 1 is in the shape of an arc, which is connected with the round tube Column 1 fits.
  • the second corbel 3 in this embodiment is a mesh-shaped corbel, which includes a corbel frame 31, a set of corbel webs 32, a set of inner partitions 33 and a sealing plate 34, the corbel webs 32 is vertically set in the corbel frame 31, the inner partition 33 is set in the corbel frame 31, and is connected with the corbel web 32, and the sealing plate 34 is set in the corbel frame 31 away from the cylindrical column 1 one end.
  • the third corbel 4 described in this embodiment adopts a box-shaped corbel, which includes a U-shaped closing 41, a corbel cover 42, a T row 43, an L-shaped closing 44, and a group of side sealing plates 45.
  • the U-shaped One side of the closing 41 is connected to the round pipe column 1
  • the corbel cover 42 is arranged above the U-shaped closing 41, and one side thereof is connected to the round pipe column 1
  • the T row 43 is arranged on the corbel cover 42, its upper part is connected with the corbel cover plate 42, the side wall of the U-shaped closure 41 on one side is connected, and the inner side is connected with the round pipe column 1, and the L-shaped closure 44 is arranged on the T row 43 away from the U-shaped closure 41
  • One side of it is connected with the round pipe column 1 and the corbel cover plate 42, and the outer sides of the U-shaped closing 41 and the L-shaped closing 44 are provided with side sealing plates 45.
  • the inside of the U-shaped folding 41 in this embodiment is provided with an inner strength plate assembly, and the inner strength plate assembly includes a triangular inner strength plate 411 and a vertical inner strength plate 412, and the triangular inner strength plate 411 is horizontally arranged on the U In the U-shaped closing 41, the vertical inner stiffening plate 412 is arranged above the triangular inner stiffening plate 411, and its two sides are respectively connected with the inner wall of the U-shaped closing 41 and the round pipe column 1.
  • an internal multi-channel stiffened circular pipe transfer mesh structure support node includes: a circular pipe column 1, a set of first corbels 2, second corbels 3 and third corbels 4, wherein,
  • the cylindrical pipe column 1 includes a first cylindrical pipe column 11, a second cylindrical pipe column 12 and a third cylindrical pipe column 13, and the second cylindrical pipe column 12 is arranged on the first cylindrical pipe column 11 and the third cylindrical pipe column.
  • first corbel 2, the second corbel 3 and the third corbel 4 are all arranged on the first circular pipe column 11, and the two first corbels 2 are relatively arranged on both sides of the circular pipe column 1
  • the second corbel 3 and the third corbel 4 are oppositely arranged on both sides of the cylindrical column 1 , and the second corbel 3 and the third corbel 4 are spaced apart from the first corbel 2 .
  • the first corbel 2 is an H-shaped corbel, which includes a top plate 21, a bottom plate 22 and a vertical connecting plate 23.
  • the top plate 21 and the bottom plate 22 are arranged up and down oppositely, and the vertical connecting plate 23 is vertical.
  • the outer side of the vertical connecting plate 23 is provided with a stiffening plate 24, and the side of the top plate 21 and the bottom plate 22 close to the round tube column 1 is in the shape of an arc, which is connected with the round tube Column 1 fits.
  • the second corbel 3 in this embodiment is a mesh-shaped corbel, which includes a corbel frame 31, a set of corbel webs 32, a set of inner partitions 33 and a sealing plate 34, the corbel webs 32 is vertically set in the corbel frame 31, the inner partition 33 is set in the corbel frame 31, and is connected with the corbel web 32, and the sealing plate 34 is set in the corbel frame 31 away from the cylindrical column 1 one end.
  • the third corbel 4 described in this embodiment adopts a box-shaped corbel, which includes a U-shaped closing 41, a corbel cover 42, a T row 43, an L-shaped closing 44, and a group of side sealing plates 45.
  • the U-shaped One side of the closing 41 is connected to the round pipe column 1
  • the corbel cover 42 is arranged above the U-shaped closing 41, and one side thereof is connected to the round pipe column 1
  • the T row 43 is arranged on the corbel cover 42, its upper part is connected with the corbel cover plate 42, the side wall of the U-shaped closure 41 on one side is connected, and the inner side is connected with the round pipe column 1, and the L-shaped closure 44 is arranged on the T row 43 away from the U-shaped closure 41
  • One side of it is connected with the round pipe column 1 and the corbel cover plate 42, and the outer sides of the U-shaped closing 41 and the L-shaped closing 44 are provided with side sealing plates 45.
  • the inside of the U-shaped folding 41 in this embodiment is provided with an inner strength plate assembly, and the inner strength plate assembly includes a triangular inner strength plate 411 and a vertical inner strength plate 412, and the triangular inner strength plate 411 is horizontally arranged on the U In the U-shaped closing 41, the vertical inner stiffening plate 412 is arranged above the triangular inner stiffening plate 411, and its two sides are respectively connected with the inner wall of the U-shaped closing 41 and the round pipe column 1.
  • the corbel cover plate 42 is in the shape of a mountain.
  • a support plate 5 is provided between the third corbel 4 and the first corbel 2 , and a support plate stiffener 6 is provided below the support plate 5 .
  • a group of horizontal internal partitions 14 are arranged inside the first circular pipe column 11, and a group of vertical stiffeners 15 are arranged between the horizontal internal partitions 14.
  • the vertical stiffeners 15 and the horizontal inner partitions A longitudinal stiffener 16 is provided at the joint of the partition 14;
  • a set of second vertical stiffeners 17 are provided in the second cylindrical column 12 and the third cylindrical column 13 , and a cross reinforcement force 18 is provided in the lower port of the third cylindrical column 13 .
  • the T row 43 in this embodiment includes a T row of bottom plates 431 and a T row of vertical partitions 432, and the T row of vertical partitions 432 is located above the T row of bottom plates, and is located on both sides of the T row of vertical partitions 432.
  • An H-shaped corbel stiffener 433 is provided on the side, and an H-shaped corbel web 434 is provided on the outside of the T row of vertical partitions 432 .
  • a manufacturing process of internal multi-channel stiffened circular tubes transferred to mesh structure support nodes the welding method of the first circular tube column 11 in step 2 is as follows:
  • a kind of manufacturing process of internal multi-channel stiffening circular tube transfer mesh structure support node the specific welding method of the third corbel 4 in step 7 is as follows:
  • T row 43 Install and weld the T row 43, that is, close the T row itself and perform full penetration welding.
  • the groove form of the joint adopts the root cleaning groove form, and then close the T row and install it on the first round pipe column 11, and perform full penetration welding on the connection, the groove form of the connection adopts the back plate welding groove form, and the groove faces outward;
  • L-shaped closing 44 that is, first closing the L-shaped closing 44 by itself, and welding through full penetration welding.
  • the groove adopts the form of root cleaning groove, and then the welded L-shaped closing 44 is connected with the first round pipe column 11, and the joint is welded by full penetration welding.
  • the groove form adopts the back plate welding groove form, and the L-shaped closing 44 and the first round pipe column 11 weld the groove inward.
  • the corbel web on the outside of 44 is assembled and welded in an L-shape, and welded by full penetration welding, and the groove form adopts the back plate welding groove form, and the groove faces outward;
  • step 12 The specific method of installing and welding the round pipe column sealing plate and other accessories in step 12) described in this embodiment is as follows: the round pipe column sealing plate and the frame are connected by partial penetration, and the groove of the connection The method of 40° on one side and 2mm root is adopted at the joint, and the round pipe column ear plate and the frame are welded through the welding method of the full penetration weld, and the groove is treated with the root cleaning groove method .

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  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
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Abstract

Disclosed in the present invention is an internally multi-stiffened round tube adapter supporting node with a structure in the shape of the Chinese character "目", the supporting node comprising: a round tube column, a group of first corbels, a second corbel, and a third corbel, wherein the first corbels, the second corbel, and the third corbel are all arranged on the round tube column; the two first corbels are arranged on two sides of the round tube column and are opposite each other; the second corbel and the third corbel are arranged on two sides of the round tube column and are opposite each other; and the second corbel and the third corbel are spaced apart from the first corbels. The present invention has a simple structure, and is rationally arranged. By means of structural optimization of the supporting node, the supporting performance thereof is greatly improved. The arrangement of the first corbels, the second corbel, and the third corbel not only improves the stability of the structure, but also greatly increases connection points of the supporting node to facilitate connection between the supporting node and other structures, so that the supporting node realizes multi-directional adaption. Therefore, the present invention effectively solves the problem of difficulties in connection and redirection during the construction process of the current steel structure buildings, and thus better meets the requirements of construction.

Description

一种内部多道加劲圆管转接目字结构支撑节点及制作工艺An internal multi-channel stiffened circular tube transfer mesh structure support node and its manufacturing process 技术领域technical field
本发明属钢结构建筑技术领域,特别涉及一种内部多道加劲圆管转接目字结构支撑节点及制作工艺。The invention belongs to the technical field of steel structure buildings, and in particular relates to a support node and a manufacturing process for connecting internal multi-channel stiffened circular tubes to a mesh-shaped structure.
背景技术Background technique
钢结构建筑是一种新型的建筑体系,打通房地产业、建筑业、冶金业之间的行业界线,集合成为一个新的产业体系。钢结构建筑相比传统的混凝土建筑而言,用钢板或型钢替代了钢筋混凝土,强度更高,抗震性更好。并且由于构件可以工厂化制作,现场安装,因而大大减少工期。由于钢材的可重复利用,可以大大减少建筑垃圾,更加绿色环保,因而被世界各国广泛采用,应用在工业建筑和民用建筑中。Steel structure building is a new type of building system, which breaks through the industry boundaries among real estate, construction, and metallurgical industries, and integrates them into a new industrial system. Compared with traditional concrete buildings, steel structure buildings use steel plates or section steel instead of reinforced concrete, which has higher strength and better earthquake resistance. And because the components can be manufactured in a factory and installed on site, the construction period is greatly reduced. Due to the reusable use of steel, construction waste can be greatly reduced, and it is more environmentally friendly, so it is widely adopted by countries all over the world and used in industrial buildings and civil buildings.
支撑节点是钢结构建筑中主要的支撑部件,当前常见的支撑节点大多为圆柱形或者方形柱,在施工的过程中,由于其需要与其他部件连接,而现有的支撑节点的连接点较少,大大的提高了所需连接部件与支撑节点连接的难度,需要采用诸多的转接件进行衔接才能够实现连接,不仅增加了工人的工作量,同时由于钢材板厚较厚,结构复杂,外形尺寸极难保证,施工带来了诸多的困难,严重的影响施工周期,因而现有的支撑节点的结构还有待于改进。Support nodes are the main support components in steel structure buildings. Most of the current common support nodes are cylindrical or square columns. During the construction process, because they need to be connected with other components, the existing support nodes have fewer connection points. , which greatly increases the difficulty of connecting the required connecting parts and supporting nodes, and requires the use of many adapters to connect to achieve the connection, which not only increases the workload of workers, but also due to the thicker steel plate, complex structure, and It is extremely difficult to ensure the size, and the construction has brought many difficulties, seriously affecting the construction period, so the existing structure of the supporting nodes still needs to be improved.
发明内容Contents of the invention
发明目的:为了克服以上不足,本发明的目的是提供一种内部多道加劲圆管转接目字结构支撑节点,其结构简单,设置合理,通过对支撑节点的结构进行优化,大大的提高其支撑性能,所述第一牛腿、第二牛腿和第三牛腿的设置不仅提高了结构的稳定性,同时大大增加了该支撑节点的对接点,便于其与其他结构进行连接,让该支撑节点实现多方向转接。Purpose of the invention: In order to overcome the above deficiencies, the purpose of the present invention is to provide a support node with internal multi-channel stiffened round pipes connected to the mesh structure, which is simple in structure and reasonable in setting. By optimizing the structure of the support nodes, its Support performance, the setting of the first corbel, the second corbel and the third corbel not only improves the stability of the structure, but also greatly increases the butt joint points of the support node, which facilitates its connection with other structures, so that the The support node realizes multi-directional transfer.
技术方案:为了实现上述目的,本发明提供了一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,具体的制作工艺如下:Technical solution: In order to achieve the above purpose, the present invention provides a manufacturing process for internal multi-channel stiffened circular tubes to transfer mesh structure support nodes. The specific manufacturing process is as follows:
1):根据图纸对支撑节点进行分解,将圆管柱分为三段制作;1): Decompose the supporting nodes according to the drawings, and divide the circular pipe column into three sections for fabrication;
2):装焊第一圆管柱;2): Assemble and weld the first round pipe column;
3):装焊第一牛腿,即先通过全熔透焊接方式将第一牛腿焊接成型,焊接的坡口处采用清根焊形式,再将焊接完成的一组第一牛腿相对设于第一圆管柱的两侧,并通过全熔透焊接方式对连接处进行焊接,且焊接的坡口采用清根焊坡口形式,再将加劲板与第一牛腿通过局部熔透的方式进行焊接,焊缝的坡口处采用单面40°,留根3mm的方式进行焊接;3): Assembling and welding the first corbel, that is, firstly welding the first corbel to shape through full penetration welding, and adopting the root cleaning method at the welded groove, and then setting the welded group of first corbels opposite to each other. on both sides of the first round pipe column, and weld the joint through full penetration welding, and the welded groove adopts the form of root-cut welding groove, and then the stiffener and the first corbel are welded through partial penetration welding. Welding is carried out in the same way, and the groove of the weld is welded with a single side of 40° and a root of 3mm;
4):装焊第二牛腿,即先通过全熔透焊的方式将钢材合拢成H型,再通过全熔透焊的方式将合拢成H型的牛腿与第一圆管柱焊接,再依次将牛腿腹板装到合拢成H型的牛腿中,连接处的焊缝为全熔透焊缝,坡口形式为垫板焊坡口形式;4): Assembling and welding the second corbel, that is, first closing the steel into an H-shape by full penetration welding, and then welding the H-shaped corbel to the first round pipe column by full penetration welding, Then install the corbel web into the H-shaped corbel in turn, the weld at the joint is a full penetration weld, and the groove is in the form of backing plate welding groove;
5)装焊内隔板,即对内隔板进行三面焊接,另一面与第二牛腿下翼缘的连接处磨平顶紧,其他三面通过局部熔透焊进行焊接固定,坡口处采用单面35°,留根3mm的方式进行焊接;5) Assemble and weld the inner partition, that is, weld the inner partition on three sides, ground the connection between the other side and the lower flange of the second corbel and tighten it, and weld and fix the other three sides by local penetration welding. 35° on one side, with a 3mm root for welding;
6):装焊第二牛腿再对封板,通过局部熔透焊的方式对封板与第二牛腿进行焊接,坡口处采用单面40°,留根3mm的方式焊接,且封板R孔不开,形成密闭空间;6): Install and weld the second corbel and then seal the plate. Weld the seal plate and the second corbel by local penetration welding. The R hole of the plate is not opened, forming a closed space;
7):装焊第三牛腿,即依次对U型合拢、牛腿盖板、T排、L型合拢和一组侧封板进行焊接;7): Assembling and welding the third corbel, that is, welding the U-shaped closure, corbel cover, T row, L-shaped closure and a group of side sealing plates in sequence;
8):装焊第二圆管柱,在第二圆管柱内装焊竖向内劲板,通过等强焊接对连接处进行焊接,且坡口处采用T型焊缝坡口形式,然后将其与第一圆管柱;8): Assembling and welding the second round pipe column, installing and welding the vertical internal stiffener in the second round pipe column, welding the joint through equal strength welding, and adopting T-shaped weld bevel at the groove, and then its and the first tubular string;
9):装焊第三圆管柱,在第三圆管柱内装焊竖向内劲板,通过等强焊接对连接处进行焊接,且坡口处采用T型焊缝坡口形式;9): Install and weld the third round pipe column, install and weld the vertical internal stiffener in the third round pipe column, weld the joint through equal strength welding, and adopt T-shaped weld groove at the groove;
10):对第一圆管柱、第二圆管柱和第三圆管柱进行圆管柱合拢,连接部分通过全熔透焊进行焊接,坡口处采用垫板焊坡口形式,且坡口朝外,第一圆管柱、第二圆管柱和第三圆管柱内的竖向内基板相互之间通过全熔透焊接方式进行焊接,坡口形式为垫板焊坡口形式;10): The first round pipe string, the second round pipe string and the third round pipe string are closed, and the connection part is welded by full penetration welding. With the mouth facing outward, the vertical inner base plates in the first, second and third cylindrical pipe columns are welded to each other through full penetration welding, and the groove form is the backing plate welding groove form;
11):装焊十字加强劲,先通过等强焊对十字加强劲进行自身拼接,再通过等强焊的焊接方式将十字加强劲与第三圆管柱内的竖向内劲板进行焊接,坡口形式采用T型焊缝坡口,且坡口开在十字加强劲上;11): Assembling and welding the cross reinforcement, first splicing the cross reinforcement by itself through equal-strength welding, and then welding the cross reinforcement and the vertical inner strength plate in the third round pipe column through equal-strength welding, The groove form adopts T-shaped weld groove, and the groove is opened on the cross reinforcement;
12):装焊圆管柱封板及其余附件。12): Install welding round pipe column sealing plate and other accessories.
本发明中所述一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,步骤2中第一圆管柱的装焊方式如下:In the present invention, a kind of manufacturing process of internal multi-channel stiffened circular tube transfer mesh structure support node, the welding method of the first circular tube column in step 2 is as follows:
1):先在第一圆管柱内装焊第三档横向内隔板,并对连接处进行全熔透焊接,再且坡口处采用垫板焊形式焊接;1): first install and weld the third horizontal inner partition in the first round pipe column, and perform full-penetration welding on the connection, and then weld the groove in the form of backing plate welding;
2):再对竖向劲板进行装焊,将其与第一圆管柱和第三档横向内隔板之间通过等强焊进行焊接,连接处的坡口处为T型坡口形式,再装焊纵向加劲板;2): Then install and weld the vertical stiffener, and weld it with the first round pipe column and the third horizontal inner partition through equal strength welding, and the groove at the joint is in the form of a T-shaped groove , and then install and weld longitudinal stiffeners;
3):通过等强焊对纵向加劲板与第三档横向内隔板以及第一圆管柱的管壁进行焊接,且连接处的坡口采用单面35°焊接,留根3mm,加工时坡口朝向空间大的一侧;3): Weld the longitudinal stiffener plate, the third horizontal inner partition and the pipe wall of the first round pipe column through equal strength welding, and the groove at the joint is welded at 35° on one side, leaving a root of 3mm. The groove faces the side with larger space;
4):再依次退装第二档横向隔板和第一档横向隔板,且纵向加劲板与第二档横向隔板的连接 处磨平,并顶紧。4): Then remove the second horizontal partition and the first horizontal partition in sequence, and the connection between the longitudinal stiffener and the second horizontal partition is smoothed and tightened.
本发明中所述一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,步骤7中第三牛腿的具体装焊方式如下:In the present invention, a kind of manufacturing process of internal multi-channel stiffened circular tube transfer mesh structure support node, the specific welding method of the third corbel in step 7 is as follows:
1):先通过全熔透焊接方式将钢板焊接U型小合拢,然后通过全熔透焊接方式将U型小合拢焊接到第一圆管柱上,其中的坡口形式均为垫板焊坡口形式;1): Firstly weld the steel plate to the U-shaped joint by full penetration welding, and then weld the U-shaped joint to the first round pipe column by full penetration welding. oral form;
2):装焊内劲板组件,先将三角形内劲板等强焊接到U型小合拢上,连接处的坡口朝上,且坡口处采用单面40°,留根3mm进行焊接;2): Assemble and weld the inner stiffener assembly, first weld the triangular inner stiffener to the U-shaped small closure, the groove at the joint is upward, and the groove is single-sided 40°, leaving a root of 3mm for welding;
3):装焊牛腿盖板和U型小合拢上的侧封板,即通过全熔透焊接方式分别将牛腿盖板和侧封板与第一圆管柱和U型小合拢连接,坡口处采用垫板焊坡口形式焊接,且侧封板上的R孔不开,让其形成密闭空间;3): Install and weld the corbel cover plate and the side sealing plate on the U-shaped small closure, that is, respectively connect the corbel cover plate and the side sealing plate with the first round pipe column and the U-shaped small closure through full penetration welding, The groove is welded in the form of backing plate welding groove, and the R hole on the side sealing plate is not opened, so that it forms a closed space;
4):装焊T排,即对T排进行自身合拢,并进行全熔透焊接,连接处的坡口形式采用清根焊坡口形式,再将T排合拢安装到第一圆管柱上,并对连接处进行全熔透焊接,连接处的坡口形式采用垫板焊坡口形式,且坡口朝外;4): Install and weld the T row, that is, close the T row itself and perform full penetration welding. The groove form of the joint adopts the root cleaning groove form, and then close the T row and install it on the first round pipe column , and perform full penetration welding on the connection, the groove form of the connection adopts the back plate welding groove form, and the groove faces outward;
5):装焊T排的H型牛腿劲板和H型牛腿腹板,即H型牛腿劲板安装到T排上,并进行全熔透焊接,坡口采用垫板焊坡口形式,且坡口朝外,再通过全熔透焊接将H型牛腿腹板与T排进行焊接,破口形式为清根焊坡口形式,且由于T排与U型小合拢之间的夹角过小,车间需用封板封堵形成密闭空间,封板与构建之间的焊缝为未单面角焊缝,焊脚为5mm;5): Install and weld the H-shaped corbel stiffener and H-shaped corbel web of the T row, that is, the H-shaped corbel stiffener is installed on the T row, and full penetration welding is performed, and the groove adopts the backing plate welding groove form, and the groove faces outward, and then weld the H-shaped corbel web and the T row through full penetration welding. If the included angle is too small, the workshop needs to be sealed with a sealing plate to form a closed space. The weld between the sealing plate and the building is a non-single-sided fillet weld, and the welding foot is 5mm;
6):装焊L型合拢,即先对L型合拢进行自身合拢,并通过全熔透焊接的方式进行焊接,坡口采用清根焊坡口形式,再将焊接后的L型合拢与第一圆管柱连接,连接处通过全熔透焊接的方式进行焊接,坡口形式采用垫板焊坡口形式,且L型合拢与第一圆管柱焊接坡口朝内;6): Welding L-shaped closure, that is, the L-shaped closure is firstly closed by itself, and welded by full penetration welding. The groove adopts the form of root cleaning groove, and then the welded L-shaped A round pipe column connection, the joint is welded by full penetration welding, the groove form adopts the back plate welding groove form, and the L-shaped closing and the welding groove of the first round pipe column face inward;
7):装焊L型合拢外侧的牛腿腹板,通过全熔透焊接的方式进行焊接,且坡口形式采用垫板焊坡口形式,坡口朝外;7): The corbel web on the outer side of the L-shaped closure is welded by full penetration welding, and the groove form adopts the back plate welding groove form, and the groove faces outward;
8):装焊L型合拢两外侧的侧封板,通过全熔透焊接的方式进行焊接,且坡口形式采用垫板焊坡口形式,坡口朝外,且侧封板上的R孔不开,让其形成密闭空间;8): The side sealing plates on the two outer sides are assembled and welded L-shaped, and welded by full penetration welding, and the groove form adopts the backing plate welding groove form, the groove faces outward, and the R hole on the side sealing plate Do not open, let it form a closed space;
9):装焊托板和托板劲板,即通过局部熔透的焊接方式对托板和托板劲板进行焊接,焊接时托板与相邻的牛腿齐平接触处托板开单面坡口,坡口朝向齐平侧。9): Assemble and weld the supporting plate and the supporting plate stiffener, that is, weld the supporting plate and the supporting plate stiffening plate through partial penetration welding. When welding, the supporting plate is in contact with the adjacent corbel. The supporting plate is billed Face bevel, with the bevel facing the flush side.
本发明中所述的一种内部多道加劲圆管转接目字结构支撑节点,包括:圆管柱、一组第一牛腿、第二牛腿和第三牛腿,其中,所述第一牛腿、第二牛腿和第三牛腿均设于圆管柱上,两第一牛腿相对设于圆管柱的两侧,所述第二牛腿和第三牛腿相对设于圆管柱的两 侧,且所述第二牛腿和第三牛腿与第一牛腿间隔设置。本发明中所述的一种内部多道加劲圆管转接目字结构支撑节点,其结构简单,设置合理,通过对支撑节点的结构进行优化,大大的提高其支撑性能,所述第一牛腿、第二牛腿和第三牛腿的设置不仅提高了结构的稳定性,同时大大增加了该支撑节点的对接点,便于其与其他结构进行连接,让该支撑节点实现多方向转接,很好的解决了当前钢结构建筑施工过程中连接、转向难的问题,从而让其更好的满足施工的需要。An internal multi-channel stiffened circular pipe transfer mesh structure support node described in the present invention includes: a circular pipe column, a set of first corbels, second corbels and third corbels, wherein the first corbel The first corbel, the second corbel and the third corbel are all arranged on the circular pipe column, the two first corbels are arranged on both sides of the circular pipe column oppositely, and the second corbel and the third corbel are oppositely arranged on the The two sides of the cylindrical pipe column, and the second corbel and the third corbel are arranged at intervals from the first corbel. A kind of internal multi-channel stiffening circular tube transfer mesh structure support node described in the present invention has a simple structure and reasonable setting. By optimizing the structure of the support node, its support performance is greatly improved. The first cow The setting of the legs, the second corbel and the third corbel not only improves the stability of the structure, but also greatly increases the docking points of the support node, which facilitates its connection with other structures, allowing the support node to achieve multi-directional transfer, It solves the problem of difficult connection and steering in the current steel structure building construction process, so that it can better meet the needs of construction.
其中,所述圆管柱包括第一圆管柱、第二圆管柱和第三圆管柱,所述第二圆管柱设于第一圆管柱和第三圆管柱之间,所述第一牛腿、第二牛腿和第三牛腿均设于第一圆管柱上。Wherein, the circular pipe string includes a first circular pipe string, a second circular pipe string and a third circular pipe string, and the second circular pipe string is arranged between the first circular pipe string and the third circular pipe string, so The first corbel, the second corbel and the third corbel are all arranged on the first circular pipe column.
进一步的,所述第一圆管柱内设有一组横向内隔板,所述横向内隔板之间设有一组竖向劲板,所述竖向劲板和横向内隔板的连接处设纵向加劲板;所述横向内隔板和竖向劲板的设置,提高第一圆管柱结构的稳定性和支撑性,从而进一步提高其后期使用的安全性。Further, a set of horizontal internal partitions is provided in the first circular pipe column, a set of vertical stiffeners are arranged between the horizontal internal partitions, and the connection between the vertical stiffeners and the horizontal internal partitions is provided Longitudinal stiffening plate; the arrangement of the horizontal internal partition and the vertical stiffening plate improves the stability and support of the first circular pipe column structure, thereby further improving the safety of its later use.
所述第二圆管柱和第三圆管柱内均设有一组第二竖向劲板,且位于第三圆管柱的下端口内设有十字加强劲。第二竖向劲板和十字加强劲的设置,有效提高了第二圆管柱和第三圆管柱结构的稳定性,进一步提高了其圆管柱结构的稳定性。A set of second vertical stiffeners are provided in the second and third cylindrical pipe columns, and a cross reinforcing force is provided in the lower port of the third cylindrical pipe column. The arrangement of the second vertical stiffener and the cross reinforcement effectively improves the structural stability of the second circular pipe column and the third circular pipe column, and further improves the stability of the circular pipe column structure.
更进一步的,所述第一牛腿为H型牛腿,其包括顶板、底板和竖向连接板,所述顶板和底板上下相对设置,所述竖向连接板垂直设于顶板和底板之间,所述竖向连接板的外侧设有加劲板,且所述顶板和底板靠近圆管柱的一侧呈圆弧形,其与圆管柱相配合。Further, the first corbel is an H-shaped corbel, which includes a top plate, a bottom plate and a vertical connecting plate, the top plate and the bottom plate are arranged opposite to each other up and down, and the vertical connecting plate is vertically arranged between the top plate and the bottom plate , the outer side of the vertical connecting plate is provided with a stiffening plate, and the side of the top plate and the bottom plate close to the round pipe column is arc-shaped, which is matched with the round pipe column.
优选的,所述第二牛腿为目字型牛腿,其包括牛腿构架、一组牛腿腹板、一组内隔板和封板,所述牛腿腹板垂直设于牛腿构架内,所述内隔板设于牛腿构架内,并与牛腿腹板连接,所述封板设于牛腿构架远离圆管柱的一端。Preferably, the second corbel is a mesh-shaped corbel, which includes a corbel frame, a set of corbel webs, a set of inner partitions and a sealing plate, and the corbel webs are vertically arranged on the corbel frame Inside, the inner partition is set in the corbel frame and connected with the corbel web, and the sealing plate is set at the end of the corbel frame away from the round pipe column.
进一步优选的,所述第三牛腿采用箱型牛腿,其包括U型合拢、牛腿盖板、T排、L型合拢和一组侧封板,所述U型合拢的一侧与圆管柱连接,所述牛腿盖板设于U型合拢的上方,且其一侧与圆管柱连接,所述T排设于牛腿盖板的下方,其上部与牛腿盖板连接,一侧边U型合拢的侧壁连接,内侧与圆管柱连接,所述L型合拢设于T排远离U型合拢的一侧,其与圆管柱和牛腿盖板连接,所述U型合拢和L型合拢的外侧均设有侧封板。所述第三牛腿采用独特的结构设置,让其实现多个连接节点,便于该支撑节点与其他部件实现转接。Further preferably, the third corbel adopts a box-shaped corbel, which includes a U-shaped closure, a corbel cover plate, a T row, an L-shaped closure and a set of side sealing plates, and one side of the U-shaped closure is connected to the circle The pipe column is connected, the corbel cover is arranged above the U-shaped closure, and one side thereof is connected with the round pipe column, the T row is provided under the corbel cover, and its upper part is connected with the corbel cover, The side wall of one side U-shaped closing is connected, and the inner side is connected with the round pipe column. The L-shaped closing is located on the side of the T row away from the U-shaped closing, which is connected with the round pipe column and the corbel cover. The U-shaped The outer sides of closing and L-shaped closing are all provided with side sealing plates. The third corbel adopts a unique structural setting, allowing it to realize multiple connection nodes, which facilitates the transfer between the support node and other components.
更进一步优选的,所述U型合拢的内部设有内劲板组件,所述内劲板组件包括三角形内劲板和竖向内劲板,所述三角形内劲板水平设于U型合拢内,所述竖向内劲板设于三 角形内劲板的上方,且其两侧分别与U型合拢的内壁和圆管柱连接。内劲板组件的设置,有效提高了U型合拢结构的稳定性。More preferably, an internal strength plate assembly is provided inside the U-shaped closure, and the internal strength plate assembly includes a triangular internal strength plate and a vertical internal strength plate, and the triangular internal strength plate is horizontally arranged in the U-shaped closure. , the vertical inner stiffener is arranged above the triangular inner stiffener, and its two sides are respectively connected with the U-shaped closed inner wall and the circular pipe column. The setting of the inner stiffener assembly effectively improves the stability of the U-shaped closing structure.
进一步的,所述牛腿盖板呈山字型。Further, the corbel cover plate is in the shape of a mountain.
进一步的,所述第三牛腿与第一牛腿之间设有托板,所述托板的下方设于托板劲板。Further, a support plate is provided between the third corbel and the first corbel, and a support plate stiffener is provided below the support plate.
进一步的,所述T排包括T排底板和T排竖向隔板,所述T排竖向隔板设于T排底板上方,且位于T排竖向隔板的两侧设有H型牛腿劲板,位于T排竖向隔板的外侧设有H型牛腿腹板。Further, the T row includes a T row of bottom plates and a T row of vertical partitions, and the T row of vertical partitions is arranged above the T row of bottom plates, and H-shaped cowls are arranged on both sides of the T row of vertical partitions. Leg stiffeners, H-shaped corbel webs are located on the outside of the vertical partitions in the T row.
上述技术方案可以看出,本发明具有如下有益效果:It can be seen from the foregoing technical scheme that the present invention has the following beneficial effects:
1、本发明中所述的一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,对整个支撑节点进行局部施工,再对其进行组装焊接,不仅减少了其在施工现场的占地面积,同时也给施工带来了诸多便捷,让其更好的满足施工的需要。1. The manufacturing process of a kind of internal multi-channel stiffening circular tube transfer mesh structure support node described in the present invention, the whole support node is partially constructed, and then assembled and welded, which not only reduces its cost at the construction site It occupies a large area, but also brings a lot of convenience to the construction, so that it can better meet the needs of construction.
2、本发明中所述的一种内部多道加劲圆管转接目字结构支撑节点,其结构简单,设置合理,通过对支撑节点的结构进行优化,大大的提高其支撑性能,所述第一牛腿、第二牛腿和第三牛腿的设置不仅提高了结构的稳定性,同时大大增加了该支撑节点的对接点,便于其与其他结构进行连接,让该支撑节点实现多方向转接,很好的解决了当前钢结构建筑施工过程中连接、转向难的问题,从而让其更好的满足施工的需要。2. An internal multi-channel stiffened circular tube transfer structure support node described in the present invention has a simple structure and reasonable setting. By optimizing the structure of the support node, its support performance is greatly improved. The first The setting of the first corbel, the second corbel and the third corbel not only improves the stability of the structure, but also greatly increases the docking points of the support node, which facilitates its connection with other structures and allows the support node to realize multi-directional rotation. It solves the problem of difficult connection and steering in the current steel structure building construction process, so that it can better meet the needs of construction.
3、本发明中所述第一圆管柱内设有一组横向内隔板,所述横向内隔板之间设有一组竖向劲板,所述横向内隔板和竖向劲板的设置,提高第一圆管柱结构的稳定性和支撑性;所述第二圆管柱和第三圆管柱内均设有一组第二竖向劲板,且位于第三圆管柱的下端口内设有十字加强劲。第二竖向劲板和十字加强劲的设置,有效提高了第二圆管柱和第三圆管柱结构的稳定性,进一步提高了其圆管柱结构的稳定性,从而进一步提高其后期使用的安全性。3. In the present invention, a set of horizontal internal partitions is provided in the first circular pipe column, and a group of vertical stiffeners are arranged between the horizontal internal partitions. The arrangement of the horizontal internal partitions and the vertical stiffeners , improve the stability and support of the structure of the first round pipe; the second round pipe and the third round pipe are provided with a set of second vertical stiffeners, and are located at the lower port of the third round pipe There is a cross plus strong inside. The setting of the second vertical stiffener and the cross reinforcement effectively improves the structural stability of the second and third circular pipe columns, and further improves the stability of the circular pipe column structure, thereby further improving the stability of its later use. security.
4、本发明中所述第三牛腿采用独特的结构设置,让其实现多个连接节点,便于该支撑节点与其他部件实现转接。4. The third corbel in the present invention adopts a unique structural setting, allowing it to realize multiple connection nodes, which facilitates the transfer between the support node and other components.
附图说明Description of drawings
图1为本发明的内部多道加劲圆管转接目字结构支撑节点的结构示意图;Fig. 1 is the structure schematic diagram of the internal multi-channel stiffening circular pipe transfer mesh word structure support node of the present invention;
图2为本发明中横向内隔板和竖向劲板的安装结构示意图;Figure 2 is a schematic diagram of the installation structure of the horizontal inner partition and the vertical stiffener in the present invention;
图3为本发明中第一牛腿的安装结构示意图;Fig. 3 is the installation structure schematic diagram of the first corbel among the present invention;
图4为本发明中第二牛腿的安装结构示意图;Fig. 4 is the installation structure schematic diagram of the second corbel among the present invention;
图5为本发明中第二牛腿的局部示意图;Fig. 5 is the local schematic diagram of the second corbel among the present invention;
图6为本发明中第三牛腿的结构示意图;Fig. 6 is the structural representation of the 3rd corbel among the present invention;
图7为本发明中H型牛腿劲板和H型牛腿腹板的安装示意图;Fig. 7 is the installation sketch map of H type corbel stiffener and H type corbel web among the present invention;
图8为本发明中内劲板组件的安装结构示意图;Fig. 8 is a schematic diagram of the installation structure of the inner stiffener assembly in the present invention;
图9为本发明中第二竖向劲板和十字加强劲的安装结构示意图。Fig. 9 is a schematic diagram of the installation structure of the second vertical stiffener and the cross stiffener in the present invention.
具体实施方式Detailed ways
下面详细描述本发明的实施例,所述实施例的示例在附图中示出,其中自始至终相同或类似的标号表示相同或类似的元件或具有相同或类似功能的元件。下面通过参考附图描述的实施例是示例性的,旨在用于解释本发明,而不能理解为对本发明的限制。Embodiments of the present invention are described in detail below, examples of which are shown in the drawings, wherein the same or similar reference numerals designate the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the figures are exemplary and are intended to explain the present invention and should not be construed as limiting the present invention.
在本发明的描述中,需要理解的是,术语“中心”、“纵向”、“横向”、“长度”、“宽度”、“厚度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”“内”、“顺时针”、“逆时针”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。In describing the present invention, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", " The orientations or positional relationships indicated by "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "clockwise", "counterclockwise" are based on the attached The orientation or positional relationship shown in the figure is only for the convenience of describing the present invention and simplifying the description, and does not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be construed as a reference to this invention. Invention Limitations.
此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本发明的描述中,除非另有说明,“多个”的含义是两个或两个以上,除非另有明确的限定。In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as "first" and "second" may explicitly or implicitly include one or more of these features. In the description of the present invention, unless otherwise specified, "plurality" means two or more, unless otherwise clearly defined.
在本发明中,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”、“固定”等术语应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本发明中的具体含义。In the present invention, unless otherwise clearly specified and limited, terms such as "installation", "connection", "connection" and "fixation" should be understood in a broad sense, for example, it can be a fixed connection or a detachable connection , or integrally connected; it may be mechanically connected or electrically connected; it may be directly connected or indirectly connected through an intermediary, and it may be the internal communication of two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present invention according to 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.
实施例1Example 1
如图所示的一种内部多道加劲圆管转接目字结构支撑节点,包括:圆管柱1、一组第一牛腿 2、第二牛腿3和第三牛腿4,其中,所述圆管柱1包括第一圆管柱11、第二圆管柱12和第三圆管柱13,所述第二圆管柱12设于第一圆管柱11和第三圆管柱13之间,所述第一牛腿2、第二牛腿3和第三牛腿4均设于第一圆管柱11上,两第一牛腿2相对设于圆管柱1的两侧,所述第二牛腿3和第三牛腿4相对设于圆管柱1的两侧,且所述第二牛腿3和第三牛腿4与第一牛腿2间隔设置。As shown in the figure, an internal multi-channel stiffened circular pipe transfer mesh structure support node includes: a circular pipe column 1, a set of first corbels 2, second corbels 3 and third corbels 4, wherein, The cylindrical pipe column 1 includes a first cylindrical pipe column 11, a second cylindrical pipe column 12 and a third cylindrical pipe column 13, and the second cylindrical pipe column 12 is arranged on the first cylindrical pipe column 11 and the third cylindrical pipe column. Between 13, the first corbel 2, the second corbel 3 and the third corbel 4 are all arranged on the first circular pipe column 11, and the two first corbels 2 are relatively arranged on both sides of the circular pipe column 1 The second corbel 3 and the third corbel 4 are oppositely arranged on both sides of the cylindrical column 1 , and the second corbel 3 and the third corbel 4 are spaced apart from the first corbel 2 .
本实施例中所述第一牛腿2为H型牛腿,其包括顶板21、底板22和竖向连接板23,所述顶板21和底板22上下相对设置,所述竖向连接板23垂直设于顶板21和底板22之间,所述竖向连接板23的外侧设有加劲板24,且所述顶板21和底板22靠近圆管柱1的一侧呈圆弧形,其与圆管柱1相配合。In this embodiment, the first corbel 2 is an H-shaped corbel, which includes a top plate 21, a bottom plate 22 and a vertical connecting plate 23. The top plate 21 and the bottom plate 22 are arranged up and down oppositely, and the vertical connecting plate 23 is vertical. Located between the top plate 21 and the bottom plate 22, the outer side of the vertical connecting plate 23 is provided with a stiffening plate 24, and the side of the top plate 21 and the bottom plate 22 close to the round tube column 1 is in the shape of an arc, which is connected with the round tube Column 1 fits.
本实施例中所述第二牛腿3为目字型牛腿,其包括牛腿构架31、一组牛腿腹板32、一组内隔板33和封板34,所述牛腿腹板32垂直设于牛腿构架31内,所述内隔板33设于牛腿构架31内,并与牛腿腹板32连接,所述封板34设于牛腿构架31远离圆管柱1的一端。The second corbel 3 in this embodiment is a mesh-shaped corbel, which includes a corbel frame 31, a set of corbel webs 32, a set of inner partitions 33 and a sealing plate 34, the corbel webs 32 is vertically set in the corbel frame 31, the inner partition 33 is set in the corbel frame 31, and is connected with the corbel web 32, and the sealing plate 34 is set in the corbel frame 31 away from the cylindrical column 1 one end.
本实施例中所述第三牛腿4采用箱型牛腿,其包括U型合拢41、牛腿盖板42、T排43、L型合拢44和一组侧封板45,所述U型合拢41的一侧与圆管柱1连接,所述牛腿盖板42设于U型合拢41的上方,且其一侧与圆管柱1连接,所述T排43设于牛腿盖板42的下方,其上部与牛腿盖板42连接,一侧边U型合拢41的侧壁连接,内侧与圆管柱1连接,所述L型合拢44设于T排43远离U型合拢41的一侧,其与圆管柱1和牛腿盖板42连接,所述U型合拢41和L型合拢44的外侧均设有侧封板45。The third corbel 4 described in this embodiment adopts a box-shaped corbel, which includes a U-shaped closing 41, a corbel cover 42, a T row 43, an L-shaped closing 44, and a group of side sealing plates 45. The U-shaped One side of the closing 41 is connected to the round pipe column 1, the corbel cover 42 is arranged above the U-shaped closing 41, and one side thereof is connected to the round pipe column 1, and the T row 43 is arranged on the corbel cover 42, its upper part is connected with the corbel cover plate 42, the side wall of the U-shaped closure 41 on one side is connected, and the inner side is connected with the round pipe column 1, and the L-shaped closure 44 is arranged on the T row 43 away from the U-shaped closure 41 One side of it is connected with the round pipe column 1 and the corbel cover plate 42, and the outer sides of the U-shaped closing 41 and the L-shaped closing 44 are provided with side sealing plates 45.
本实施例中所述U型合拢41的内部设有内劲板组件,所述内劲板组件包括三角形内劲板411和竖向内劲板412,所述三角形内劲板411水平设于U型合拢41内,所述竖向内劲板412设于三角形内劲板411的上方,且其两侧分别与U型合拢41的内壁和圆管柱1连接。The inside of the U-shaped folding 41 in this embodiment is provided with an inner strength plate assembly, and the inner strength plate assembly includes a triangular inner strength plate 411 and a vertical inner strength plate 412, and the triangular inner strength plate 411 is horizontally arranged on the U In the U-shaped closing 41, the vertical inner stiffening plate 412 is arranged above the triangular inner stiffening plate 411, and its two sides are respectively connected with the inner wall of the U-shaped closing 41 and the round pipe column 1.
实施例2Example 2
如图所示的一种内部多道加劲圆管转接目字结构支撑节点,包括:圆管柱1、一组第一牛腿2、第二牛腿3和第三牛腿4,其中,所述圆管柱1包括第一圆管柱11、第二圆管柱12和第三圆管柱13,所述第二圆管柱12设于第一圆管柱11和第三圆管柱13之间,所述第一牛腿2、第二牛腿3和第三牛腿4均设于第一圆管柱11上,两第一牛腿2相对设于圆管柱1的两侧,所述第二牛腿3和第三牛腿4相对设于圆管柱1的两侧,且所述第二牛腿3和第三牛腿4与第一牛腿2间隔设置。As shown in the figure, an internal multi-channel stiffened circular pipe transfer mesh structure support node includes: a circular pipe column 1, a set of first corbels 2, second corbels 3 and third corbels 4, wherein, The cylindrical pipe column 1 includes a first cylindrical pipe column 11, a second cylindrical pipe column 12 and a third cylindrical pipe column 13, and the second cylindrical pipe column 12 is arranged on the first cylindrical pipe column 11 and the third cylindrical pipe column. Between 13, the first corbel 2, the second corbel 3 and the third corbel 4 are all arranged on the first circular pipe column 11, and the two first corbels 2 are relatively arranged on both sides of the circular pipe column 1 The second corbel 3 and the third corbel 4 are oppositely arranged on both sides of the cylindrical column 1 , and the second corbel 3 and the third corbel 4 are spaced apart from the first corbel 2 .
本实施例中所述第一牛腿2为H型牛腿,其包括顶板21、底板22和竖向连接板23,所述顶板21和底板22上下相对设置,所述竖向连接板23垂直设于顶板21和底板22之间,所述竖向连接板23的外侧设有加劲板24,且所述顶板21和底板22靠近圆管柱1的一侧呈圆弧形,其与圆管柱1相配合。In this embodiment, the first corbel 2 is an H-shaped corbel, which includes a top plate 21, a bottom plate 22 and a vertical connecting plate 23. The top plate 21 and the bottom plate 22 are arranged up and down oppositely, and the vertical connecting plate 23 is vertical. Located between the top plate 21 and the bottom plate 22, the outer side of the vertical connecting plate 23 is provided with a stiffening plate 24, and the side of the top plate 21 and the bottom plate 22 close to the round tube column 1 is in the shape of an arc, which is connected with the round tube Column 1 fits.
本实施例中所述第二牛腿3为目字型牛腿,其包括牛腿构架31、一组牛腿腹板32、一组内隔板33和封板34,所述牛腿腹板32垂直设于牛腿构架31内,所述内隔板33设于牛腿构架31内,并与牛腿腹板32连接,所述封板34设于牛腿构架31远离圆管柱1的一端。The second corbel 3 in this embodiment is a mesh-shaped corbel, which includes a corbel frame 31, a set of corbel webs 32, a set of inner partitions 33 and a sealing plate 34, the corbel webs 32 is vertically set in the corbel frame 31, the inner partition 33 is set in the corbel frame 31, and is connected with the corbel web 32, and the sealing plate 34 is set in the corbel frame 31 away from the cylindrical column 1 one end.
本实施例中所述第三牛腿4采用箱型牛腿,其包括U型合拢41、牛腿盖板42、T排43、L型合拢44和一组侧封板45,所述U型合拢41的一侧与圆管柱1连接,所述牛腿盖板42设于U型合拢41的上方,且其一侧与圆管柱1连接,所述T排43设于牛腿盖板42的下方,其上部与牛腿盖板42连接,一侧边U型合拢41的侧壁连接,内侧与圆管柱1连接,所述L型合拢44设于T排43远离U型合拢41的一侧,其与圆管柱1和牛腿盖板42连接,所述U型合拢41和L型合拢44的外侧均设有侧封板45。The third corbel 4 described in this embodiment adopts a box-shaped corbel, which includes a U-shaped closing 41, a corbel cover 42, a T row 43, an L-shaped closing 44, and a group of side sealing plates 45. The U-shaped One side of the closing 41 is connected to the round pipe column 1, the corbel cover 42 is arranged above the U-shaped closing 41, and one side thereof is connected to the round pipe column 1, and the T row 43 is arranged on the corbel cover 42, its upper part is connected with the corbel cover plate 42, the side wall of the U-shaped closure 41 on one side is connected, and the inner side is connected with the round pipe column 1, and the L-shaped closure 44 is arranged on the T row 43 away from the U-shaped closure 41 One side of it is connected with the round pipe column 1 and the corbel cover plate 42, and the outer sides of the U-shaped closing 41 and the L-shaped closing 44 are provided with side sealing plates 45.
本实施例中所述U型合拢41的内部设有内劲板组件,所述内劲板组件包括三角形内劲板411和竖向内劲板412,所述三角形内劲板411水平设于U型合拢41内,所述竖向内劲板412设于三角形内劲板411的上方,且其两侧分别与U型合拢41的内壁和圆管柱1连接。The inside of the U-shaped folding 41 in this embodiment is provided with an inner strength plate assembly, and the inner strength plate assembly includes a triangular inner strength plate 411 and a vertical inner strength plate 412, and the triangular inner strength plate 411 is horizontally arranged on the U In the U-shaped closing 41, the vertical inner stiffening plate 412 is arranged above the triangular inner stiffening plate 411, and its two sides are respectively connected with the inner wall of the U-shaped closing 41 and the round pipe column 1.
本实施例中所述牛腿盖板42呈山字型。In this embodiment, the corbel cover plate 42 is in the shape of a mountain.
本实施例中所述第三牛腿4与第一牛腿2之间设有托板5,所述托板5的下方设于托板劲板6。In this embodiment, a support plate 5 is provided between the third corbel 4 and the first corbel 2 , and a support plate stiffener 6 is provided below the support plate 5 .
本实施例中所述第一圆管柱11内设有一组横向内隔板14,所述横向内隔板14之间设有一组竖向劲板15,所述竖向劲板15和横向内隔板14的连接处设纵向加劲板16;In this embodiment, a group of horizontal internal partitions 14 are arranged inside the first circular pipe column 11, and a group of vertical stiffeners 15 are arranged between the horizontal internal partitions 14. The vertical stiffeners 15 and the horizontal inner partitions A longitudinal stiffener 16 is provided at the joint of the partition 14;
所述第二圆管柱12和第三圆管柱13内均设有一组第二竖向劲板17,且位于第三圆管柱13的下端口内设有十字加强劲18。A set of second vertical stiffeners 17 are provided in the second cylindrical column 12 and the third cylindrical column 13 , and a cross reinforcement force 18 is provided in the lower port of the third cylindrical column 13 .
本实施例中所述T排43包括T排底板431和T排竖向隔板432,所述T排竖向隔板432设于T排底板上方,且位于T排竖向隔板432的两侧设有H型牛腿劲板433,位于T排竖向隔板432的外侧设有H型牛腿腹板434。The T row 43 in this embodiment includes a T row of bottom plates 431 and a T row of vertical partitions 432, and the T row of vertical partitions 432 is located above the T row of bottom plates, and is located on both sides of the T row of vertical partitions 432. An H-shaped corbel stiffener 433 is provided on the side, and an H-shaped corbel web 434 is provided on the outside of the T row of vertical partitions 432 .
实施例3Example 3
本实施例中所述的一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,具体的制作工 艺如下:The manufacturing process of a kind of internal multi-channel stiffening circular tube transfer mesh structure support node described in this embodiment, the specific manufacturing process is as follows:
1):根据图纸对支撑节点进行分解,将圆管柱1分为三段制作;1): Decompose the supporting nodes according to the drawings, and divide the circular pipe column 1 into three sections for fabrication;
2):装焊第一圆管柱11;2): Assemble and weld the first round pipe column 11;
3):装焊第一牛腿2,即先通过全熔透焊接方式将第一牛腿2焊接成型,焊接的坡口处采用清根焊形式,再将焊接完成的一组第一牛腿2相对设于第一圆管柱11的两侧,并通过全熔透焊接方式对连接处进行焊接,且焊接的坡口采用清根焊坡口形式,再将加劲板24与第一牛腿2通过局部熔透的方式进行焊接,焊缝的坡口处采用单面40°,留根3mm的方式进行焊接;3): Assembling and welding the first corbel 2, that is, the first corbel 2 is welded and formed by full penetration welding, and the welded groove adopts the form of root cleaning, and then the welded group of first corbels is welded 2. It is relatively arranged on both sides of the first round pipe column 11, and the joint is welded by full penetration welding, and the welded groove adopts the form of root cleaning groove, and then the stiffening plate 24 and the first corbel 2 Welding is carried out by partial penetration, and the groove of the weld is welded with a single side of 40° and a root of 3mm;
4):装焊第二牛腿3,即先通过全熔透焊的方式将钢材合拢成H型,再通过全熔透焊的方式将合拢成H型的牛腿与第一圆管柱11焊接,再依次将牛腿腹板32装到合拢成H型的牛腿中,连接处的焊缝为全熔透焊缝,坡口形式为垫板焊坡口形式;4): Assembling and welding the second corbel 3, that is, first closing the steel into an H-shape by full penetration welding, and then joining the H-shaped corbel and the first round pipe column 11 by full penetration welding Welding, and then sequentially install the corbel web 32 into the H-shaped corbel, the weld at the joint is a full-penetration weld, and the groove form is the backing plate welding groove form;
5):装焊内隔板33,即对内隔板33进行三面焊接,另一面与第二牛腿下翼缘的连接处磨平顶紧,其他三面通过局部熔透焊进行焊接固定,坡口处采用单面35°,留根3mm的方式进行焊接;5): Install and weld the inner partition 33, that is, weld the inner partition 33 on three sides, ground the joint between the other side and the lower flange of the second corbel, and fix the other three sides by local penetration welding. The mouth is welded with a 35° on one side and a 3mm root;
6):装焊第二牛腿3再对封板34,通过局部熔透焊的方式对封板3与第二牛腿3进行焊接,坡口处采用单面40°,留根3mm的方式焊接,且封板34R孔不开,形成密闭空间;6): Install and weld the second corbel 3 and then the sealing plate 34, and weld the sealing plate 3 and the second corbel 3 by partial penetration welding, and the groove adopts a method of 40° on one side and 3 mm of root Welding, and the 34R hole of the sealing plate is not opened, forming a closed space;
7):装焊第三牛腿4,即依次对U型合拢41、牛腿盖板42、T排43、L型合拢44和一组侧封板45进行焊接;7): Assembling and welding the third corbel 4, that is, welding the U-shaped closing 41, corbel cover 42, T row 43, L-shaped closing 44 and a group of side sealing plates 45 in sequence;
8):装焊第二圆管柱12,在第二圆管柱12内装焊竖向内劲板412,通过等强焊接对连接处进行焊接,且坡口处采用T型焊缝坡口形式,然后将其与第一圆管柱;8): Install and weld the second round pipe column 12, install and weld the vertical internal stiffener 412 inside the second round pipe column 12, weld the joint by equal strength welding, and adopt T-shaped weld groove at the groove , and then combine it with the first round string;
9):装焊第三圆管柱13,在第三圆管柱13内装焊竖向内劲板412,通过等强焊接对连接处进行焊接,且坡口处采用T型焊缝坡口形式;9): Install and weld the third round pipe column 13, install and weld the vertical internal stiffener 412 inside the third round pipe column 13, weld the joint by equal strength welding, and adopt T-shaped weld groove at the groove ;
10):对第一圆管柱11、第二圆管柱12和第三圆管柱13进行圆管柱合拢,连接部分通过全熔透焊进行焊接,坡口处采用垫板焊坡口形式,且坡口朝外,第一圆管柱11、第二圆管柱12和第三圆管柱13内的竖向内基板412相互之间通过全熔透焊接方式进行焊接,坡口形式为垫板焊坡口形式;10): Close up the first round pipe string 11, the second round pipe string 12 and the third round pipe string 13, and weld the connecting parts through full penetration welding, and adopt the backing plate welding groove form at the groove , and the groove faces outward, the vertical inner base plate 412 in the first cylindrical pipe column 11, the second cylindrical pipe column 12 and the third cylindrical pipe column 13 are welded to each other by full penetration welding, and the groove form is Welding groove form of backing plate;
11):装焊十字加强劲18,先通过等强焊对十字加强劲18进行自身拼接,再通过等强焊的焊接方式将十字加强劲18与第三圆管柱13内的竖向内劲板412进行焊接,坡口形式采用T型焊缝坡口,且坡口开在十字加强劲18上;11): Assembling and welding the cross reinforcement 18, first splicing the cross reinforcement 18 by itself through equal-strength welding, and then connecting the cross reinforcement 18 and the vertical internal force in the third cylindrical column 13 by equal-strength welding Plate 412 is welded, and the groove form adopts T-shaped weld groove, and the groove is opened on the cross reinforcement 18;
12):装焊圆管柱封板及其余附件。12): Install welding round pipe column sealing plate and other accessories.
本实施例中所述一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,步骤2中第一圆管柱11的装焊方式如下:In this embodiment, a manufacturing process of internal multi-channel stiffened circular tubes transferred to mesh structure support nodes, the welding method of the first circular tube column 11 in step 2 is as follows:
1):先在第一圆管柱11内装焊第三档横向内隔板14,并对连接处进行全熔透焊接,再且坡口处采用垫板焊形式焊接;1): first install and weld the third horizontal inner partition 14 in the first round pipe column 11, and carry out full penetration welding on the joint, and then weld the groove with backing plate welding;
2):再对竖向劲板15进行装焊,将其与第一圆管柱11和第三档横向内隔板14之间通过等强焊进行焊接,连接处的坡口处为T型坡口形式,再装焊纵向加劲板16;2): Then weld the vertical stiffener 15, and weld it with the first round pipe column 11 and the third horizontal inner partition 14 through equal strength welding, and the groove at the joint is T-shaped Groove form, then install and weld longitudinal stiffeners 16;
3):通过等强焊对纵向加劲板16与第三档横向内隔板14以及第一圆管柱11的管壁进行焊接,且连接处的坡口采用单面35°焊接,留根3mm,加工时坡口朝向空间大的一侧;3): Weld the longitudinal stiffening plate 16, the third horizontal inner partition 14 and the pipe wall of the first round pipe column 11 through equal strength welding, and the groove at the joint is welded at 35° on one side, leaving a root of 3mm , the groove faces the side with larger space during processing;
4):再依次退装第二档横向隔板14和第一档横向隔板14,且纵向加劲板16与第二档横向隔板14的连接处磨平,并顶紧。4): Then dismount the second horizontal partition 14 and the first horizontal partition 14 in sequence, and the connection between the longitudinal stiffening plate 16 and the second horizontal partition 14 is smoothed and tightened.
实施例中所述一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,步骤7中第三牛腿4的具体装焊方式如下:In the embodiment, a kind of manufacturing process of internal multi-channel stiffening circular tube transfer mesh structure support node, the specific welding method of the third corbel 4 in step 7 is as follows:
1):先通过全熔透焊接方式将钢板焊接U型小合拢,然后通过全熔透焊接方式将U型小合拢焊接到第一圆管柱11上,其中的坡口形式均为垫板焊坡口形式;1): first weld the steel plate to a U-shaped joint by means of full penetration welding, and then weld the U-shaped joint to the first round pipe column 11 by means of full penetration welding, in which the groove forms are backing plate welding Groove form;
2):装焊内劲板组件,先将三角形内劲板411等强焊接到U型小合拢上,连接处的坡口朝上,且坡口处采用单面40°,留根3mm进行焊接;2): Assemble and weld the inner stiffener assembly, first weld the triangular inner stiffener 411 to the U-shaped small joint, the groove at the joint is upward, and the groove is single-sided 40°, leaving a root of 3mm for welding ;
3:装焊牛腿盖板42和U型小合拢上的侧封板45,即通过全熔透焊接方式分别将牛腿盖板42和侧封板45与第一圆管柱11和U型小合拢连接,坡口处采用垫板焊坡口形式焊接,且侧封板45上的R孔不开,让其形成密闭空间;3: Install and weld the corbel cover plate 42 and the side sealing plate 45 on the U-shaped small closure, that is, respectively connect the corbel cover plate 42 and the side sealing plate 45 with the first round pipe column 11 and the U-shaped Small closing connection, the groove is welded in the form of backing plate welding groove, and the R hole on the side sealing plate 45 is not opened, so that it forms a closed space;
4):装焊T排43,即对T排进行自身合拢,并进行全熔透焊接,连接处的坡口形式采用清根焊坡口形式,再将T排合拢安装到第一圆管柱11上,并对连接处进行全熔透焊接,连接处的坡口形式采用垫板焊坡口形式,且坡口朝外;4): Install and weld the T row 43, that is, close the T row itself and perform full penetration welding. The groove form of the joint adopts the root cleaning groove form, and then close the T row and install it on the first round pipe column 11, and perform full penetration welding on the connection, the groove form of the connection adopts the back plate welding groove form, and the groove faces outward;
5):装焊T排43的H型牛腿劲板433和H型牛腿腹板434,即H型牛腿劲板433安装到T排上,并进行全熔透焊接,坡口采用垫板焊坡口形式,且坡口朝外,再通过全熔透焊接将H型牛腿腹板434与T排43进行焊接,破口形式为清根焊坡口形式,且由于T排与U型小合拢之间的夹角过小,车间需用封板封堵形成密闭空间,封板与构建之间的焊缝为未单面角焊缝,焊脚为5mm;5): Install and weld the H-shaped corbel stiffener 433 and the H-shaped corbel web 434 of the T row 43, that is, install the H-shaped corbel stiffener 433 on the T row, and perform full penetration welding, and the groove adopts pads Plate welding groove form, and the groove faces outward, and then weld the H-shaped corbel web 434 and T row 43 through full penetration welding. The angle between the small and small joints is too small, and the workshop needs to be sealed with a sealing plate to form a closed space. The weld between the sealing plate and the building is a non-single-sided fillet weld, and the welding foot is 5mm;
6):装焊L型合拢44,即先对L型合拢44进行自身合拢,并通过全熔透焊接的方式进行焊接,坡口采用清根焊坡口形式,再将焊接后的L型合拢44与第一圆管柱11连接,连接处通过全熔透焊接的方式进行焊接,坡口形式采用垫板焊坡口形式,且L型合拢44与第一圆管 柱11焊接坡口朝内;6): Installing and welding L-shaped closing 44, that is, first closing the L-shaped closing 44 by itself, and welding through full penetration welding. The groove adopts the form of root cleaning groove, and then the welded L-shaped closing 44 is connected with the first round pipe column 11, and the joint is welded by full penetration welding. The groove form adopts the back plate welding groove form, and the L-shaped closing 44 and the first round pipe column 11 weld the groove inward. ;
7):装焊L型合拢44外侧的牛腿腹板,通过全熔透焊接的方式进行焊接,且坡口形式采用垫板焊坡口形式,坡口朝外;7): The corbel web on the outside of 44 is assembled and welded in an L-shape, and welded by full penetration welding, and the groove form adopts the back plate welding groove form, and the groove faces outward;
8):装焊L型合拢44两外侧的侧封板45,通过全熔透焊接的方式进行焊接,且坡口形式采用垫板焊坡口形式,坡口朝外,且侧封板45上的R孔不开,让其形成密闭空间;8): The side sealing plates 45 on both sides of the L-shaped closing 44 are welded by full penetration welding, and the groove form adopts the backing plate welding groove form, the groove faces outward, and the side sealing plate 45 is on the The R hole is not opened, so that it forms a closed space;
9):装焊托板5和托板劲板6,即通过局部熔透的焊接方式对托板5和托板劲板6进行焊接,焊接时托板5与相邻的牛腿齐平接触处托板开单面坡口,坡口朝向齐平侧。9): Welding the supporting plate 5 and the supporting plate stiffener 6, that is, welding the supporting plate 5 and the supporting plate stiffening plate 6 through partial penetration welding, and the supporting plate 5 is in flush contact with the adjacent corbel during welding The supporting plate at the center is grooved on one side, and the groove faces the flush side.
本实施例中所述的步骤12)中装焊圆管柱封板及其余附件的具体方法如下:通过局部熔透的方式将圆管柱封板与构架之间进行连接,且连接的坡口处采用单面40°,留根2mm的方式,并通过全熔透焊缝的焊接方式对圆管柱耳板与构架之间进行焊接,并采用清根焊坡口形式对坡口处进行处理。The specific method of installing and welding the round pipe column sealing plate and other accessories in step 12) described in this embodiment is as follows: the round pipe column sealing plate and the frame are connected by partial penetration, and the groove of the connection The method of 40° on one side and 2mm root is adopted at the joint, and the round pipe column ear plate and the frame are welded through the welding method of the full penetration weld, and the groove is treated with the root cleaning groove method .
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进,这些改进也应视为本发明的保护范围。The above description is only a preferred embodiment of the present invention. It should be pointed out that for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements can also be made, and these improvements should also be regarded as the present invention. protection scope of the invention.

Claims (10)

  1. 一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,其特征在于:具体的制作工艺如下:A manufacturing process for internal multi-channel stiffening circular tubes to transfer mesh structure support nodes, characterized in that: the specific manufacturing process is as follows:
    1):根据图纸对支撑节点进行分解,将圆管柱(1)分为三段制作;1): Decompose the support nodes according to the drawings, and divide the circular pipe column (1) into three sections for fabrication;
    2):装焊第一圆管柱(11);2): Assemble and weld the first round pipe column (11);
    3):装焊第一牛腿(2),即先通过全熔透焊接方式将第一牛腿(2)焊接成型,焊接的坡口处采用清根焊形式,再将焊接完成的一组第一牛腿(2)相对设于第一圆管柱(11)的两侧,并通过全熔透焊接方式对连接处进行焊接,且焊接的坡口采用清根焊坡口形式,再将加劲板(24)与第一牛腿(2)通过局部熔透的方式进行焊接,焊缝的坡口处采用单面40°,留根3mm的方式进行焊接;3): Assembling and welding the first corbel (2), that is, the first corbel (2) is welded and formed by full penetration welding first, and the welded groove adopts the form of root welding, and then a group of completed welding The first corbel (2) is relatively arranged on both sides of the first cylindrical pipe column (11), and the joint is welded by full penetration welding, and the welded groove adopts the form of root cleaning groove, and then the The stiffener (24) and the first corbel (2) are welded by partial penetration, and the groove of the weld is welded with a single side of 40° and a root of 3mm;
    4):装焊第二牛腿(3),即先通过全熔透焊的方式将钢材合拢成H型,再通过全熔透焊的方式将合拢成H型的牛腿与第一圆管柱(11)焊接,再依次将牛腿腹板(32)装到合拢成H型的牛腿中,连接处的焊缝为全熔透焊缝,坡口形式为垫板焊坡口形式;4): Assembling and welding the second corbel (3), that is, the steel is first closed into an H shape by full penetration welding, and then the closed corbel and the first round pipe are combined into an H shape by full penetration welding The column (11) is welded, and then the corbel web (32) is sequentially installed into the H-shaped corbel, the weld at the joint is a full penetration weld, and the groove is in the form of a backing plate welding groove;
    5)装焊内隔板(33),即对内隔板(33)进行三面焊接,另一面与第二牛腿下翼缘的连接处磨平顶紧,其他三面通过局部熔透焊进行焊接固定,坡口处采用单面35°,留根3mm的方式进行焊接;5) Install and weld the inner partition (33), that is, weld the inner partition (33) on three sides, ground the joint between the other side and the lower flange of the second corbel, and weld the other three sides by partial penetration welding Fixed, the groove is welded with a single side of 35° and a root of 3mm;
    6):装焊第二牛腿(3)再对封板(34),通过局部熔透焊的方式对封板(3)与第二牛腿(3)进行焊接,坡口处采用单面40°,留根3mm的方式焊接,且封板(34)R孔不开,形成密闭空间;6): Install and weld the second corbel (3) and then the sealing plate (34), and weld the sealing plate (3) and the second corbel (3) through partial penetration welding, and the groove is single-sided 40°, welding with a root of 3mm, and the R hole of the sealing plate (34) is not opened, forming a closed space;
    7):装焊第三牛腿(4),即依次对U型合拢(41)、牛腿盖板(42)、T排(43)、L型合拢(44)和一组侧封板(45)进行焊接;7): Assembling and welding the third corbel (4), that is, U-shaped closing (41), corbel cover (42), T row (43), L-shaped closing (44) and a group of side sealing plates ( 45) performing welding;
    8):装焊第二圆管柱(12),在第二圆管柱(12)内装焊竖向内劲板(412),通过等强焊接对连接处进行焊接,且坡口处采用T型焊缝坡口形式,然后将其与第一圆管柱;8): Install and weld the second round pipe column (12), install and weld the vertical inner stiffener (412) inside the second round pipe column (12), weld the joint by equal strength welding, and use T type weld bevel form, and then connect it with the first round pipe string;
    9):装焊第三圆管柱(13),在第三圆管柱(13)内装焊竖向内劲板(412),通过等强焊接对连接处进行焊接,且坡口处采用T型焊缝坡口形式;9): Install and weld the third round pipe column (13), install and weld the vertical inner stiffener (412) inside the third round pipe column (13), weld the joint by equal strength welding, and use T at the groove type weld groove form;
    10):对第一圆管柱(11)、第二圆管柱(12)和第三圆管柱(13)进行圆管柱合拢,连接部分通过全熔透焊进行焊接,坡口处采用垫板焊坡口形式,且坡口朝外,第一圆管柱(11)、第二圆管柱(12)和第三圆管柱(13)内的竖向内基板(412)相互之间通过全熔透焊接方式进行焊接,坡口形式为垫板焊坡口形式;10): The first round pipe string (11), the second round pipe string (12) and the third round pipe string (13) are closed, and the connection part is welded by full penetration welding, and the groove is made of The welding groove of the backing plate is in the form of grooves facing outward, and the vertical inner base plates (412) in the first circular pipe column (11), the second circular pipe column (12) and the third circular pipe column (13) are connected to each other The space is welded by full penetration welding, and the groove is in the form of backing plate welding groove;
    11):装焊十字加强劲(18),先通过等强焊对十字加强劲(18)进行自身拼接,再通过等强焊的焊接方式将十字加强劲(18)与第三圆管柱(13)内的竖向内劲板(412)进行焊接, 坡口形式采用T型焊缝坡口,且坡口开在十字加强劲(18)上;11): Assembling and welding the cross reinforcement (18), first splicing the cross reinforcement (18) by itself through equal strength welding, and then welding the cross reinforcement (18) and the third round pipe column ( 13) the vertical inner stiffener (412) in the weld is welded, the groove form adopts T-shaped weld groove, and the groove is opened on the cross reinforcement (18);
    12):装焊圆管柱封板及其余附件。12): Install welding round pipe column sealing plate and other accessories.
  2. 根据权利要求1所述一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,其特征在于:步骤2中第一圆管柱(11)的装焊方式如下:According to claim 1, a manufacturing process of internal multi-channel stiffened circular tube transfer mesh structure support node, it is characterized in that: in step 2, the welding method of the first circular tube column (11) is as follows:
    1):先在第一圆管柱(11)内装焊第三档横向内隔板(14),并对连接处进行全熔透焊接,再且坡口处采用垫板焊形式焊接;1): first install and weld the third horizontal inner partition (14) in the first round pipe column (11), and carry out full penetration welding on the connection, and then weld the groove by backing plate welding;
    2):再对竖向劲板(15)进行装焊,将其与第一圆管柱(11)和第三档横向内隔板(14)之间通过等强焊进行焊接,连接处的坡口处为T型坡口形式,再装焊纵向加劲板(16);2): Then weld the vertical stiffener (15), and weld it with the first round pipe column (11) and the third transverse inner partition (14) through equal strength welding. The groove is in the form of a T-shaped groove, and then the longitudinal stiffener (16) is welded;
    3):通过等强焊对纵向加劲板(16)与第三档横向内隔板(14)以及第一圆管柱(11)的管壁进行焊接,且连接处的坡口采用单面35°焊接,留根3mm,加工时坡口朝向空间大的一侧;3): The longitudinal stiffener (16) is welded to the third horizontal inner partition (14) and the pipe wall of the first round pipe column (11) through equal strength welding, and the groove at the joint is single-sided 35 ° Welding, leaving a root of 3mm, and the groove faces the side with a large space during processing;
    4):再依次退装第二档横向隔板(14)和第一档横向隔板(14),且纵向加劲板(16)与第二档横向隔板(14)的连接处磨平,并顶紧。4): Then remove the second horizontal partition (14) and the first horizontal partition (14) in sequence, and grind the connection between the longitudinal stiffener (16) and the second horizontal partition (14), And top tight.
  3. 根据权利要求1所述一种内部多道加劲圆管转接目字结构支撑节点的制作工艺,其特征在于:步骤7中第三牛腿(4)的具体装焊方式如下:According to claim 1, a manufacturing process of internal multi-channel stiffening circular tube transfer mesh structure support node is characterized in that: the specific welding method of the third corbel (4) in step 7 is as follows:
    1):先通过全熔透焊接方式将钢板焊接U型小合拢,然后通过全熔透焊接方式将U型小合拢焊接到第一圆管柱(11)上,其中的坡口形式均为垫板焊坡口形式;1): First weld the steel plate to a U-shaped joint by means of full penetration welding, and then weld the U-shaped joint to the first round pipe column (11) by means of full penetration welding, where the grooves are in the form of pads Plate welding groove form;
    2):装焊内劲板组件,先将三角形内劲板(411)等强焊接到U型小合拢上,连接处的坡口朝上,且坡口处采用单面40°,留根3mm进行焊接;2): Assemble and weld the inner stiffener assembly, first weld the triangular inner stiffener (411) to the U-shaped small closure, the bevel at the joint is upward, and the bevel is single-sided 40°, leaving a root of 3mm to weld;
    3):装焊牛腿盖板(42)和U型小合拢上的侧封板(45),即通过全熔透焊接方式分别将牛腿盖板(42)和侧封板(45)与第一圆管柱(11)和U型小合拢连接,坡口处采用垫板焊坡口形式焊接,且侧封板(45)上的R孔不开,让其形成密闭空间;3): Assembling and welding the corbel cover (42) and the side sealing plate (45) on the U-shaped small closure, that is, respectively welding the corbel cover (42) and side sealing plate (45) with The first round pipe column (11) is connected with the U-shaped small joint, and the groove is welded in the form of backing plate welding groove, and the R hole on the side sealing plate (45) is not opened, so that it forms a closed space;
    4):装焊T排(43),即对T排进行自身合拢,并进行全熔透焊接,连接处的坡口形式采用清根焊坡口形式,再将T排合拢安装到第一圆管柱(11)上,并对连接处进行全熔透焊接,连接处的坡口形式采用垫板焊坡口形式,且坡口朝外;4): Install and weld the T row (43), that is, close the T row itself and perform full penetration welding. on the pipe string (11), and perform full penetration welding on the connection, the groove form of the connection adopts the backing plate welding groove form, and the groove faces outward;
    5):装焊T排(43)的H型牛腿劲板(433)和H型牛腿腹板(434),即H型牛腿劲板(433)安装到T排上,并进行全熔透焊接,坡口采用垫板焊坡口形式,且坡口朝外,再通过全熔透焊接将H型牛腿腹板(434)与T排(43)进行焊接,破口形式为清根焊坡口形式,且由于T排与U型小合拢之间的夹角过小,车间需用封板封堵形成密闭空间,封板与构建之间的焊缝为未单面角焊缝,焊脚为5mm;5): The H-shaped corbel stiffener (433) and the H-shaped corbel web (434) of the T row (43) are installed and welded, that is, the H-shaped corbel stiffener (433) is installed on the T row, and the whole Penetration welding, the groove adopts the form of backing plate welding groove, and the groove faces outward, and then welds the H-shaped corbel web (434) and T row (43) through full penetration welding, and the form of the gap is clear The root welding groove form, and because the angle between the T row and the U-shaped small closing is too small, the workshop needs to be sealed with a sealing plate to form a closed space, and the weld between the sealing plate and the construction is not a single-sided fillet weld , the welding leg is 5mm;
    6):装焊L型合拢(44),即先对L型合拢(44)进行自身合拢,并通过全熔透焊接的方式进行焊接,坡口采用清根焊坡口形式,再将焊接后的L型合拢(44)与第一圆管柱(11)连接,连接处通过全熔透焊接的方式进行焊接,坡口形式采用垫板焊坡口形式,且L型合拢(44)与第一圆管柱(11)焊接坡口朝内;6): Assembling and welding L-shaped closing (44), that is, first closing the L-shaped closing (44) by itself, and welding through full penetration welding. The L-shaped closing (44) is connected with the first round pipe column (11), and the joint is welded by full penetration welding. The welding groove of a circular pipe column (11) faces inward;
    7):装焊L型合拢(44)外侧的牛腿腹板,通过全熔透焊接的方式进行焊接,且坡口形式采用垫板焊坡口形式,坡口朝外;7): The corbel web on the outer side of the L-shaped closure (44) is welded by full penetration welding, and the groove form adopts the welding groove form of the backing plate, and the groove faces outward;
    8):装焊L型合拢(44)两外侧的侧封板(45),通过全熔透焊接的方式进行焊接,且坡口形式采用垫板焊坡口形式,坡口朝外,且侧封板(45)上的R孔不开,让其形成密闭空间;8): Weld the side sealing plates (45) on both sides of the L-shaped closing (44) through full penetration welding, and the groove form adopts the welding groove form of the backing plate, the groove faces outward, and the side The R hole on the sealing plate (45) is not opened, allowing it to form a closed space;
    9):装焊托板(5)和托板劲板(6),即通过局部熔透的焊接方式对托板(5)和托板劲板(6)进行焊接,焊接时托板(5)与相邻的牛腿齐平接触处托板开单面坡口,坡口朝向齐平侧。9): Assemble and weld the supporting plate (5) and the supporting plate stiffener (6), that is, weld the supporting plate (5) and the supporting plate stiffening plate (6) through partial penetration welding. When welding, the supporting plate (5) ) is in contact with the adjacent corbel flush with one side of the supporting plate, and the groove faces the flush side.
  4. 一种内部多道加劲圆管转接目字结构支撑节点,其特征在于:包括:圆管柱(1)、一组第一牛腿(2)、第二牛腿(3)和第三牛腿(4),其中,所述第一牛腿(2)、第二牛腿(3)和第三牛腿(4)均设于圆管柱(1)上,两第一牛腿(2)相对设于圆管柱(1)的两侧,所述第二牛腿(3)和第三牛腿(4)相对设于圆管柱(1)的两侧,且所述第二牛腿(3)和第三牛腿(4)与第一牛腿(2)间隔设置。An internal multi-channel stiffened circular pipe transfer structure support node, characterized in that it includes: a circular pipe column (1), a set of first corbels (2), second corbels (3) and third corbels Legs (4), wherein, the first corbel (2), the second corbel (3) and the third corbel (4) are all arranged on the round column (1), and the two first corbels (2 ) are relatively arranged on both sides of the cylindrical column (1), the second corbel (3) and the third corbel (4) are relatively arranged on both sides of the circular tubular column (1), and the second corbel The legs (3) and the third corbel (4) are arranged at intervals from the first corbel (2).
  5. 根据权利要求4所述的内部多道加劲圆管转接目字结构支撑节点,其特征在于:所述圆管柱(1)包括第一圆管柱(11)、第二圆管柱(12)和第三圆管柱(13),所述第二圆管柱(12)设于第一圆管柱(11)和第三圆管柱(13)之间,所述第一牛腿(2)、第二牛腿(3)和第三牛腿(4)均设于第一圆管柱(11)上。According to claim 4, the internal multi-channel stiffened round pipe transfer mesh structure support node is characterized in that: the round pipe string (1) includes a first round pipe string (11), a second round pipe string (12 ) and the third cylindrical column (13), the second cylindrical column (12) is located between the first cylindrical column (11) and the third cylindrical column (13), the first corbel ( 2), the second corbel (3) and the third corbel (4) are all arranged on the first cylindrical column (11).
  6. 根据权利要求5所述的内部多道加劲圆管转接目字结构支撑节点,其特征在于:所述第一圆管柱(11)内设有一组横向内隔板(14),所述横向内隔板(14)之间设有一组竖向劲板(15),所述竖向劲板(15)和横向内隔板(14)的连接处设纵向加劲板(16);According to claim 5, the internal multi-channel stiffened round pipe transfer mesh structure support node is characterized in that: a set of transverse inner partitions (14) are arranged in the first round pipe column (11), and the transverse A group of vertical stiffeners (15) are arranged between the inner partitions (14), and longitudinal stiffeners (16) are provided at the connection between the vertical stiffeners (15) and the transverse inner partitions (14);
    所述第二圆管柱(12)和第三圆管柱(13)内均设有一组第二竖向劲板(17),且位于第三圆管柱(13)的下端口内设有十字加强劲(18)。A group of second vertical stiffeners (17) are arranged in the second cylindrical column (12) and the third cylindrical column (13), and a set of second vertical stiffeners (17) is arranged in the lower port of the third cylindrical column (13). Cross plus strong (18).
  7. 根据权利要求4所述的内部多道加劲圆管转接目字结构支撑节点,其特征在于:所述第一牛腿(2)为H型牛腿,其包括顶板(21)、底板(22)和竖向连接板(23),所述顶板(21)和底板(22)上下相对设置,所述竖向连接板(23)垂直设于顶板(21)和底板(22)之间,所述竖向连接板(23)的外侧设有加劲板(24),且所述顶板(21)和底板 (22)靠近圆管柱(1)的一侧呈圆弧形,其与圆管柱(1)相配合;According to claim 4, the internal multi-channel stiffened round pipe transfer mesh structure support node is characterized in that: the first corbel (2) is an H-shaped corbel, which includes a top plate (21), a bottom plate (22 ) and a vertical connecting plate (23), the top plate (21) and the bottom plate (22) are relatively arranged up and down, and the vertical connecting plate (23) is vertically arranged between the top plate (21) and the bottom plate (22), and the The outer side of the vertical connecting plate (23) is provided with a stiffening plate (24), and the side of the top plate (21) and the bottom plate (22) close to the round pipe column (1) is arc-shaped, and it is in the same shape as the round pipe column. (1) Cooperate;
    所述第二牛腿(3)为目字型牛腿,其包括牛腿构架(31)、一组牛腿腹板(32)、一组内隔板(33)和封板(34),所述牛腿腹板(32)垂直设于牛腿构架(31)内,所述)设于牛腿构架(31)内,并与牛腿腹板(32)连接,所述封板(34)设于牛腿构架(31)远离圆管柱(1)的一端;The second corbel (3) is a mesh-shaped corbel, which includes a corbel frame (31), a set of corbel webs (32), a set of inner partitions (33) and a sealing plate (34), The corbel web (32) is vertically arranged in the corbel frame (31), the said) is arranged in the corbel frame (31) and connected with the corbel web (32), and the sealing plate (34 ) is located at the end of the corbel frame (31) away from the cylindrical column (1);
    所述第三牛腿(4)采用箱型牛腿,其包括U型合拢(41)、牛腿盖板(42)、T排(43)、L型合拢(44)和一组侧封板(45),所述U型合拢(41)的一侧与圆管柱(1)连接,所述牛腿盖板(42)设于U型合拢(41)的上方,且其一侧与圆管柱(1)连接,所述T排(43)设于牛腿盖板(42)的下方,其上部与牛腿盖板(42)连接,一侧边U型合拢(41)的侧壁连接,内侧与圆管柱(1)连接,所述L型合拢(44)设于T排(43)远离U型合拢(41)的一侧,其与圆管柱(1)和牛腿盖板(42)连接,所述U型合拢(41)和L型合拢(44)的外侧均设有侧封板(45)。The third corbel (4) adopts a box-shaped corbel, which includes a U-shaped closure (41), a corbel cover (42), a T row (43), an L-shaped closure (44) and a group of side sealing plates (45), one side of the U-shaped closing (41) is connected with the round pipe column (1), and the corbel cover (42) is arranged on the top of the U-shaped closing (41), and one side thereof is connected with the round pipe column (1). The pipe column (1) is connected, the T row (43) is arranged under the corbel cover (42), its upper part is connected with the corbel cover (42), and the side wall of one side is U-shaped closed (41) Connection, the inner side is connected with the round pipe column (1), the L-shaped closing (44) is arranged on the side of the T row (43) away from the U-shaped closing (41), and it is connected with the round pipe column (1) and the corbel cover (42) is connected, and the outside of described U-shaped closing (41) and L-shaped closing (44) is all provided with side sealing plate (45).
  8. 根据权利要求7所述的内部多道加劲圆管转接目字结构支撑节点,其特征在于:所述U型合拢(41)的内部设有内劲板组件,所述内劲板组件包括三角形内劲板(411)和竖向内劲板(412),所述三角形内劲板(411)水平设于U型合拢(41)内,所述竖向内劲板(412)设于三角形内劲板(411)的上方,且其两侧分别与U型合拢(41)的内壁和圆管柱(1)连接;所述牛腿盖板(42)呈山字型。According to claim 7, the internal multi-channel stiffened round pipe transfer mesh structure support node is characterized in that: the inside of the U-shaped closure (41) is provided with an inner stiffener assembly, and the inner stiffener assembly includes a triangular Inner stiffener (411) and vertical inner stiffener (412), described triangular inner stiffener (411) is arranged horizontally in the U-shaped closing (41), and described vertical inner stiffener (412) is arranged in the triangular inner stiffener (412) The top of the stiffener (411), and its two sides are respectively connected with the inner wall of the U-shaped closing (41) and the round pipe column (1); the corbel cover (42) is in the shape of a mountain.
  9. 根据权利要求4所述的内部多道加劲圆管转接目字结构支撑节点,其特征在于:所述第三牛腿(4)与第一牛腿(2)之间设有托板(5),所述托板(5)的下方设于托板劲板(6)。According to claim 4, the internal multi-channel stiffened round pipe transfer mesh structure support node is characterized in that: a supporting plate (5) is provided between the third corbel (4) and the first corbel (2) ), the underside of the supporting plate (5) is arranged on the supporting plate stiffener (6).
  10. 根据权利要求7所述的内部多道加劲圆管转接目字结构支撑节点,其特征在于:所述T排(43)包括T排底板(431)和T排竖向隔板(432),所述T排竖向隔板(432)设于T排底板上方,且位于T排竖向隔板(432)的两侧设有H型牛腿劲板(433),位于T排竖向隔板(432)的外侧设有H型牛腿腹板(434)。According to claim 7, the internal multi-channel stiffened round pipe transfer mesh structure support node is characterized in that: the T row (43) includes a T row of bottom plates (431) and a T row of vertical partitions (432), The T row of vertical partitions (432) is located above the T row of bottom plates, and H-shaped corbels (433) are arranged on both sides of the T row of vertical partitions (432). An H-shaped corbel web (434) is provided on the outside of the plate (432).
PCT/CN2021/131862 2021-08-25 2021-11-19 Internally multi-stiffened round tube adapter supporting node with structure in shape of chinese character "目", and manufacturing process therefor WO2023024281A1 (en)

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CN113653184A (en) * 2021-08-25 2021-11-16 江苏沪宁钢机股份有限公司 Supporting node with internal multi-channel stiffening circular tube switching herringbone structure and manufacturing process
CN114370105A (en) * 2022-01-28 2022-04-19 中建八局新型建造工程有限公司 Small inner sleeve circular tube stiffening plate structure and mounting method thereof
CN114714051A (en) * 2022-04-19 2022-07-08 中国一冶集团有限公司 Manufacturing method of cow leg column

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