WO2023024282A1 - 一种弧型墙板型支撑节点及其制作工艺 - Google Patents

一种弧型墙板型支撑节点及其制作工艺 Download PDF

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Publication number
WO2023024282A1
WO2023024282A1 PCT/CN2021/131864 CN2021131864W WO2023024282A1 WO 2023024282 A1 WO2023024282 A1 WO 2023024282A1 CN 2021131864 W CN2021131864 W CN 2021131864W WO 2023024282 A1 WO2023024282 A1 WO 2023024282A1
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WIPO (PCT)
Prior art keywords
wallboard
stiffener
plate
full
corbel
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PCT/CN2021/131864
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English (en)
French (fr)
Inventor
桂斌
纪刚
温宇腾
王天奇
卢聪聪
Original Assignee
江苏沪宁钢机股份有限公司
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Publication of WO2023024282A1 publication Critical patent/WO2023024282A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls

Definitions

  • the invention belongs to the technical field of steel structure buildings, and in particular relates to an arc-shaped wall panel-type support node and a manufacturing process thereof.
  • the Beijing-Tianjin Cooperation Demonstration Zone covers an area of 38 square kilometers. It is a major demonstration project for Beijing and Tianjin to strengthen economic and social cooperation and promote the joint development of the two cities. It is also an important modern service industry functional section of Tianjin Future Science and Technology City. Including exhibition hall, energy center, bicycle storage and other buildings, the total construction area is 9705m2. Among them, the exhibition hall project has a total of 4 floors, 3 floors above the ground and 1 floor underground, with a structural height of 19.100m.
  • the structural type is a reinforced concrete shear wall structure, and the total construction area is 5121m2.
  • the third floor of the structure is a large steel structure cantilevered ring, which is rooted in the steel plate shear wall of the core tube.
  • the main structure of the Beijing-Tianjin Cooperation Demonstration Zone Urban Pavilion Project adopts the cast-in-place reinforced concrete shear wall structure system.
  • the third floor is a large-span steel truss structure cantilevered ring, and the cantilevered ring is rooted on the core tube of the steel plate composite shear wall.
  • the steel truss cantilever ring is divided into an inner ring and an outer ring; the radius of the inner ring is about 16.8 meters, and the radius of the outer ring is about 24.7 meters; the section of the steel truss chord is 800x400x50, H700x400x30x50, etc.; the section of the web is H800x400x25x50, etc., and the steel materials are all Q420C and Q420GJC.
  • the outer ring truss is equipped with cantilevered steel beams, the cross-sections are HN400*200, H400*700*300*14*25, and the steel member material is Q355B.
  • the ring truss is fixed in the steel plate wall, and the steel plate wall includes the hidden floor beam HN400x200, and the steel plate shear wall Stiffener (double-sided) grid axh is: 1650mmx1650mm; horizontal and vertical stiffener thickness is 20mm, and the total weight is about 1840 tons.
  • the purpose of the present invention is to provide an arc-shaped wallboard-type support node, the inner full-length wallboard and the outer wallboard are all arc-shaped wallboards, making it a special-shaped wallboard, and at the same time
  • An internal stiffener is set between the two wall panels, which greatly improves the stability, bearing capacity and safety of the entire curved wall panel support node structure.
  • the present invention provides an arc-shaped wallboard-type support node, including: an inner full-length wallboard, a group of inner stiffeners, a middle wallboard and an outer wallboard, and the inner stiffeners are set On one side of the inner full-length wallboard, the middle wallboard is arranged at the lower part of the inner full-length wallboard and cooperates with the inner stiffener, and the outer wallboard and the inner stiffener are far away from the end of the inner full-length wallboard connect;
  • the inner full-length wallboard includes a first inner full-length wallboard and a second inner full-length wallboard, the first inner full-length wallboard and the second inner full-length wallboard are vertically arranged at crossings, and the corners where the two are connected
  • An inner wall corner assembly is provided on the inner side, and the inner full-length wallboard and the outer wallboard are both arc-shaped wallboards.
  • both the inner full-length wall panel and the outer wall panel are arc-shaped wall panels, making it a special-shaped wall panel, and an internal wall panel is also set between the two wall panels.
  • the strong plate greatly improves the stability, bearing capacity and safety of use of the entire curved wall panel support node structure, allowing it to better meet the needs of construction.
  • the internal stiffeners include a set of horizontal stiffeners and a set of vertical stiffeners, wherein the horizontal stiffeners include a set of upper horizontal stiffeners and a set of lower horizontal stiffeners, the upper horizontal stiffeners and The lower horizontal stiffener is arranged on the outside of the inner full-length wallboard, and is arranged horizontally up and down.
  • the vertical stiffener includes an upper vertical stiffener and a lower vertical stiffener.
  • the upper vertical stiffener is set On the top of the lower horizontal stiffener, and vertically set on the outside of the inner full-length wallboard, and cooperate with the upper horizontal stiffener, the lower vertical stiffener is set under the lower horizontal stiffener, and vertically set on the inner side The outside of the full-length wall panel.
  • the use of the horizontal stiffener and the vertical stiffener further improves the stability of the supporting node structure, and improves its support and bearing capacity.
  • hidden beam webs are arranged in the rectangular frame formed between the horizontal stiffener and the vertical stiffener.
  • the setting of hidden beam webs further improves the stability and support of the structure connected by horizontal stiffeners and vertical stiffeners.
  • the outer wall panels include a lower outer wall panel and an upper outer wall panel.
  • the lower outer wall panel is arranged between the lower vertical stiffeners and below the lower horizontal stiffeners.
  • the upper outer wall The plates are located between the upper vertical stiffeners and above the lower horizontal stiffeners;
  • a cross stiffener is provided between the outer side of the second inner full-length wallboard close to one end of the first inner full-length wallboard and the upper outer side wallboard. The setting of the cross stiffener improves the stability and support performance of the structure.
  • the first inner full-length wall panel is located at one end of the horizontal stiffener, and a first wallboard corbel is provided, and the first wallboard corbel includes a corbel flange stiffener, and the corbel flange stiffener
  • a T-shaped plate is provided at the angle between the board and the first inner full-length wallboard
  • a sealing plate is provided between the T-shaped plate and the corbel flange stiffener
  • a Horizontal corbel reinforcement boards a set of vertical leg reinforcement reinforcement boards is provided between the wallboard corbel reinforcement boards and the T-shaped board
  • a corbel outer sealing board is provided outside the vertical leg reinforcement reinforcement boards.
  • the end of the first inner full-length wallboard away from the second inner full-length wallboard is provided with a second corbel;
  • the second corbel includes a set of corbel flange plates, a web plate, a first stiffener plate, a second stiffener plate, an inner corbel cover plate and an outer corbel cover plate, wherein the corbel flange plate includes an upper A corbel flange plate and a lower corbel flange plate, the upper corbel flange plate is arranged on one side of the first inner full-length wallboard, and the lower corbel flange plate is arranged on the upper corbel flange plate and connected with the first inner full-length wallboard, the web is set between the two corbel flange plates, the first stiffener is set under the corbel flange plate, and connected with the middle wall plate connection, the second stiffening plate is arranged on both sides of the first stiffening plate, and the corbel inner sealing plate and corbel outer sealing plate are arranged on the inner side and outer side of the corbel flange plate, and are connected to the first inner side Wall panel connection.
  • the setting of the second corbel not only improves
  • the inner corner assembly of the present invention includes a set of horizontal inner corner stiffeners and a set of vertical inner corner stiffeners, wherein the horizontal inner corner stiffeners include a first horizontal inner corner stiffener, a second horizontal inner corner stiffener
  • the stiffeners and the third horizontal inner corner stiffeners, the first horizontal inner corner stiffeners, the second horizontal inner corner stiffeners and the third horizontal inner corner stiffeners are set horizontally above and below, and are all lengthened to the first inner side
  • the wallboard is connected with the second inner full-length wallboard
  • the vertical inner corner stiffener is vertically arranged on the corresponding horizontal inner corner stiffener, and its inner side is connected with the first inner full-length wallboard
  • the first horizontal A first inner corner web is provided between the inner corner stiffener, the second horizontal inner corner stiffener and the vertical inner corner stiffener, and a second inner corner middle web is provided below the second horizontal inner corner stiffener.
  • Corner sealing plates are provided on the outer sides of the horizontal inner corner stiffeners and a set of vertical inner corner stiffeners.
  • the setting of the corner components in the wall and the setting of the triangular horizontal inner corner stiffeners can not only improve the stability of the connection between the first inner full-length wallboard and the second inner full-length wallboard by utilizing the stability of the triangle, while the triangle horizontal
  • the combined use of inner corner stiffeners and other components greatly improves the stability and support of the structure connecting the corners of the first inner full-length wall panel and the second inner full-length wall panel, thus further improving the overall arc shape.
  • the stability and support of the supporting node structure is provided on the outer sides of the horizontal inner corner stiffeners and a set of vertical inner corner stiffeners.
  • the middle web of the inner corner is arranged in the gap between the horizontal inner corner stiffener and the vertical inner corner stiffener, and cooperates with the first inner full-length wallboard, the second inner full-length wallboard and the middle wallboard.
  • the present invention there is a strengthening plate in the wall between the inner full-length wallboard and the outer wallboard.
  • the setting of the stiffening plate in the wall greatly improves the stability of the connection between the inner full-length wallboard and the outer wallboard, effectively improves the structural strength of the entire curved wallboard, and further improves its support strength and stability and safety in use.
  • the manufacturing process of the arc-shaped wall panel type support node described in the present invention is as follows: 1): Install and weld the inner full-length wall panel, that is, the first inner full-length wall panel and the second inner full-length wall The plates are welded, the fillet weld between the two is a full penetration weld, and the groove at the connection between the two is in the form of root cleaning groove;
  • the groove form of the connection is the backing plate welding form, and the corner joints between the other lower outer wall panels and the frame are welded by local penetration, and the groove form adopts a single side 40° with a root of 2mm;
  • connection between the T-shaped plate and the corbel flange stiffener and the first inner full-length wall plate is welded by partial penetration, and the groove form adopts single-sided 40-degree root 2mm groove welding, and the T-shaped plate and the middle layer The joints of the wall panels are welded by full penetration, and the groove form adopts the back plate welding groove form;
  • the corner joints between the sealing plate and the frame are all welded with full penetration, the groove form adopts the form of backing plate welding, and then the horizontal corbel reinforcement strong plate and the strong plate are sequentially welded by partial penetration welding
  • the vertical leg reinforcement plate is welded to the frame, and the groove form adopts a single-sided 40° leaving a root of 2mm, and then the outer sealing plate of the welded corbel;
  • the welded wallboard is strengthened, and the fillet weld between the wallboard and the frame is required to be a double-sided fillet weld, and the welding foot is 0.8t;
  • both the inner full-length wall panel and the outer wall panel are arc-shaped wall panels, making it a special-shaped wall panel, and at the same time, it is set between the two wall panels
  • the internal stiffener is added, which greatly improves the stability, bearing capacity and safety of use of the entire curved wall panel support node structure, allowing it to better meet the needs of construction.
  • the use of the horizontal stiffener and the vertical stiffener in the present invention further improves the stability of the support node structure, improves its support and bearing capacity; the horizontal stiffener and the vertical stiffener formed between the The hidden beam web is arranged in the rectangular frame, and the setting of the hidden beam web further improves the stability and support of the structure connected by the horizontal stiffener and the vertical stiffener.
  • a cross stiffener is provided between the outer side of the second inner full-length wallboard close to one end of the first inner full-length wallboard and the upper outer side wallboard. The setting of the cross stiffener improves the stability and support performance of the structure.
  • the setting of the inner structure of the corbel in the present invention improves the stability of this part of the structure, further improves the stability of the entire node structure, and also facilitates the transfer of other parts thereof; the setting of the second corbel , not only improves the stability of its structure, but also facilitates its installation with other components, and plays a good role in connecting the inner full-length wall panels.
  • the setting of the corner assembly in the wall described in the present invention, the setting of the triangular horizontal inner corner stiffener, and the stability of the triangle can not only improve the stability of the connection between the first inner full-length wallboard and the second inner full-length wallboard
  • the combined use of triangular horizontal inner corner stiffeners and other components has greatly improved the stability and support of the structure connecting the corners of the first inner full-length wall panel and the second inner full-length wall panel, thereby further
  • the stability and supportability of the entire arc-shaped support node structure are improved.
  • the manufacturing process of arc-shaped wallboard-type support nodes described in the present invention optimizes the construction process of steel structures.
  • the connections between components adopt different welding methods according to the characteristics of each structure, which is effective
  • the construction quality of the entire support node is improved, not only can it solve the problem that the special-shaped parts of the arc wall panel support node are difficult to construct, but also can effectively ensure the stability, support and safety of its structure .
  • Fig. 1 is the structural representation of arc wall panel type support node of the present invention
  • Fig. 2 is the structure schematic diagram of the other side opposite to Fig. 1 of arc-shaped wall panel type support node in the present invention
  • Fig. 3 is the structural diagram of another angle of view of the curved wall panel type support node in the present invention.
  • Fig. 4 is a schematic diagram of the installation structure of the horizontal inner corner stiffener and the vertical inner corner stiffener in the wall inner corner assembly in the present invention
  • Fig. 5 is the installation structure diagram of the web in the first inner corner and the web in the second inner corner in the present invention.
  • Fig. 6 is the installation diagram of horizontal stiffener and vertical stiffener in the present invention.
  • Fig. 7 is the schematic diagram of installation of the middle and lower outside wall panels of the present invention.
  • Fig. 8 is a schematic diagram of installation of the middle and upper outer wall panels of the present invention.
  • Fig. 9 is a schematic diagram of the internal structure of the first wall board corbel 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 arc-shaped wall panel support node as shown in Figures 1 to 9, including: an inner full-length wall panel 1, a set of internal stiffeners 2, a middle wall panel 3 and an outer wall panel 4, the inner stiffener 2 It is arranged on one side of the inner full-length wallboard 1, the middle wallboard 3 is arranged on the lower part of the inner full-length wallboard 1, and cooperates with the inner stiffener 2, and the outer wallboard 4 is far away from the inner stiffener 2.
  • One end of the inner full-length wallboard 1 is connected;
  • the inner full-length wallboard 1 includes a first inner full-length wallboard 11 and a second inner full-length wallboard 12, and the first inner full-length wallboard 11 and the second inner full-length wallboard 12 are vertically arranged in cross, The inside of the corner where the two are connected is provided with an in-wall corner assembly 5, and the inner full-length wallboard 1 and the outer wallboard 4 are arc-shaped wallboards.
  • the internal stiffeners 2 include a set of horizontal stiffeners 21 and a set of vertical stiffeners 22, wherein the horizontal stiffeners 21 include a set of upper horizontal stiffeners 211 and a set of lower horizontal stiffeners 212 , the upper horizontal stiffener 211 and the lower horizontal stiffener 212 are arranged on the outer side of the inner full-length wallboard 1, and are set up and down horizontally, and the vertical stiffener 22 includes an upper vertical stiffener 221 and a lower vertical stiffener 221.
  • the upper vertical stiffener 221 is arranged on the top of the lower horizontal stiffener 212, and is vertically arranged on the outside of the inner full-length wallboard 1, and cooperates with the upper horizontal stiffener 211, the lower The vertical stiffener 222 is arranged below the lower horizontal stiffener 212 and vertically arranged on the outside of the inner through-length wallboard 1 .
  • a concealed beam web 23 is arranged in the rectangular frame formed between the horizontal stiffener 21 and the vertical stiffener 22 .
  • the outer wall panel 4 includes a lower outer wall panel 41 and an upper outer wall panel 42.
  • the lower outer wall panel 41 is arranged between the lower vertical stiffeners 222, and is arranged on the bottom of the lower horizontal stiffener 21.
  • the upper outer wall panel 42 is arranged between the upper vertical stiffeners 221 and above the lower horizontal stiffeners 21;
  • a cross stiffener 223 is provided between the outer side of the second inner full-length wallboard 12 close to one end of the first inner full-length wallboard 11 and the upper outer side wallboard 42 .
  • the first inner full-length wall panel 11 is located at one end of the horizontal stiffener 21 and is provided with a first wallboard corbel 6, and the first wallboard corbel 6 includes a corbel flange stiffener 61, so A T-shaped plate 62 is provided at the angle between the corbel flange stiffener 61 and the first inner full-length wallboard 11, and a sealing plate is arranged between the T-shaped plate 62 and the corbel flange stiffener 6 63, and the top of the T-shaped plate 62 is provided with a horizontal corbel reinforcing strong plate 64, and a set of vertical leg reinforcing strong plates 65 is arranged between the wallboard corbel reinforcing strong plate 64 and the T-shaped plate 62, and Be positioned at the going out of vertical leg reinforcing strong plate 65 to be provided with corbel outer sealing plate 66.
  • the end of the first inner full-length wallboard 11 away from the second inner full-length wallboard 12 is provided with a second corbel 7;
  • the second corbel 7 includes a set of corbel flange plates 71, webs 72, first stiffeners 73, second stiffeners 74, corbel inner seals 75 and corbel outer seals 76, wherein the
  • the corbel flange plate 71 comprises an upper corbel flange plate and a lower corbel flange plate, the upper corbel flange plate is arranged on one side of the first inner full-length wallboard 11, and the lower corbel flange plate
  • the plate is arranged under the upper corbel flange plate and connected with the first inner full-length wall plate 11, the web 72 is arranged between the two corbel flange plates 71, and the first stiffening plate 73 is arranged on Below the corbel flange plate 71 and connected to the middle wall panel 3, the second stiffening plate 74 is arranged on both sides of the first stiffening plate 73, and the corbel inner sealing plate 75 is opposite to the corbel outer sealing plate 76 It is arranged on the inner side and the outer side of the cor
  • the inner corner assembly 5 includes a set of horizontal inner corner stiffeners 51 and a set of vertical inner corner stiffeners 52, wherein the horizontal inner corner stiffeners 51 include a first horizontal inner corner stiffener, The second horizontal inner corner stiffener and the third horizontal inner corner stiffener, the first horizontal inner corner stiffener, the second horizontal inner corner stiffener and the third horizontal inner corner stiffener are arranged horizontally, and are all connected with The first inner full-length wallboard 11 is connected to the second inner full-length wallboard 12, and the vertical inner corner stiffener 52 is vertically arranged on the corresponding horizontal inner corner stiffener 51, and its inner side is as long as the first inner side Wall panels 11 are connected, the first inner corner stiffener 53 is arranged between the first horizontal inner corner stiffener, the second horizontal inner corner stiffener and the vertical inner corner stiffener 52, and the second horizontal inner corner stiffener A second inner corner web 54 is provided below the plate, and a corner sealing plate 55 is provided on the outside of the horizontal inner corner stiffener
  • the inner corner middle web 53 is arranged at the gap between the horizontal inner corner stiffener 51 and the vertical inner corner stiffener 52, and is connected with the first inner full-length wallboard 11, the second inner full-length wallboard 12 and the middle layer Wallboard 3 cooperates.
  • an inner wall reinforcement board 8 is provided between the inner full-length wallboard 1 and the outer wallboard 4 .
  • An arc-shaped wall panel support node as shown in Figures 1 to 9, including: an inner full-length wall panel 1, a set of internal stiffeners 2, a middle wall panel 3 and an outer wall panel 4, the inner stiffener 2 It is arranged on one side of the inner full-length wallboard 1, the middle wallboard 3 is arranged on the lower part of the inner full-length wallboard 1, and cooperates with the inner stiffener 2, and the outer wallboard 4 is far away from the inner stiffener 2.
  • One end of the inner full-length wallboard 1 is connected;
  • the inner full-length wallboard 1 includes a first inner full-length wallboard 11 and a second inner full-length wallboard 12, and the first inner full-length wallboard 11 and the second inner full-length wallboard 12 are vertically arranged in cross, The inside of the corner where the two are connected is provided with an in-wall corner assembly 5, and the inner full-length wallboard 1 and the outer wallboard 4 are arc-shaped wallboards.
  • the internal stiffeners 2 include a set of horizontal stiffeners 21 and a set of vertical stiffeners 22, wherein the horizontal stiffeners 21 include a set of upper horizontal stiffeners 211 and a set of lower horizontal stiffeners 212 , the upper horizontal stiffener 211 and the lower horizontal stiffener 212 are arranged on the outer side of the inner full-length wallboard 1, and are set up and down horizontally, and the vertical stiffener 22 includes an upper vertical stiffener 221 and a lower vertical stiffener 221.
  • the upper vertical stiffener 221 is arranged on the top of the lower horizontal stiffener 212, and is vertically arranged on the outside of the inner full-length wallboard 1, and cooperates with the upper horizontal stiffener 211, the lower The vertical stiffener 222 is arranged below the lower horizontal stiffener 212 and vertically arranged on the outside of the inner through-length wallboard 1 .
  • a concealed beam web 23 is arranged in the rectangular frame formed between the horizontal stiffener 21 and the vertical stiffener 22 .
  • the outer wall panel 4 includes a lower outer wall panel 41 and an upper outer wall panel 42.
  • the lower outer wall panel 41 is arranged between the lower vertical stiffeners 222, and is arranged on the bottom of the lower horizontal stiffener 21.
  • the upper outer wall panel 42 is arranged between the upper vertical stiffeners 221 and above the lower horizontal stiffeners 21;
  • a cross stiffener 223 is provided between the outer side of the second inner full-length wallboard 12 close to one end of the first inner full-length wallboard 11 and the upper outer side wallboard 42 .
  • the first inner full-length wall panel 11 is located at one end of the horizontal stiffener 21 and is provided with a first wallboard corbel 6, and the first wallboard corbel 6 includes a corbel flange stiffener 61, so A T-shaped plate 62 is provided at the angle between the corbel flange stiffener 61 and the first inner full-length wallboard 11, and a sealing plate is arranged between the T-shaped plate 62 and the corbel flange stiffener 6 63, and the top of the T-shaped plate 62 is provided with a horizontal corbel reinforcing strong plate 64, and a set of vertical leg reinforcing strong plates 65 is arranged between the wallboard corbel reinforcing strong plate 64 and the T-shaped plate 62, and Be positioned at the going out of vertical leg reinforcing strong plate 65 to be provided with corbel outer sealing plate 66.
  • the end of the first inner full-length wallboard 11 away from the second inner full-length wallboard 12 is provided with a second corbel 7;
  • the second corbel 7 includes a set of corbel flange plates 71, webs 72, first stiffeners 73, second stiffeners 74, corbel inner seals 75 and corbel outer seals 76, wherein the
  • the corbel flange plate 71 comprises an upper corbel flange plate and a lower corbel flange plate, the upper corbel flange plate is arranged on one side of the first inner full-length wallboard 11, and the lower corbel flange plate
  • the plate is arranged under the upper corbel flange plate and connected with the first inner full-length wall plate 11, the web 72 is arranged between the two corbel flange plates 71, and the first stiffening plate 73 is arranged on Below the corbel flange plate 71 and connected to the middle wall panel 3, the second stiffening plate 74 is arranged on both sides of the first stiffening plate 73, and the corbel inner sealing plate 75 is opposite to the corbel outer sealing plate 76 It is arranged on the inner side and the outer side of the cor
  • the inner corner assembly 5 includes a set of horizontal inner corner stiffeners 51 and a set of vertical inner corner stiffeners 52, wherein the horizontal inner corner stiffeners 51 include a first horizontal inner corner stiffener, The second horizontal inner corner stiffener and the third horizontal inner corner stiffener, the first horizontal inner corner stiffener, the second horizontal inner corner stiffener and the third horizontal inner corner stiffener are arranged horizontally, and are all connected with The first inner full-length wallboard 11 is connected to the second inner full-length wallboard 12, and the vertical inner corner stiffener 52 is vertically arranged on the corresponding horizontal inner corner stiffener 51, and its inner side is as long as the first inner side Wall panels 11 are connected, the first inner corner stiffener 53 is arranged between the first horizontal inner corner stiffener, the second horizontal inner corner stiffener and the vertical inner corner stiffener 52, and the second horizontal inner corner stiffener A second inner corner web 54 is provided below the plate, and a corner sealing plate 55 is provided on the outside of the horizontal inner corner stiffener
  • the inner corner middle web 53 is arranged at the gap between the horizontal inner corner stiffener 51 and the vertical inner corner stiffener 52, and is connected with the first inner full-length wallboard 11, the second inner full-length wallboard 12 and the middle layer Wallboard 3 cooperates.
  • an inner wall reinforcement board 8 is provided between the inner full-length wallboard 1 and the outer wallboard 4 .
  • the manufacturing process of the arc-shaped wallboard type support node described in this embodiment is characterized in that: the specific manufacturing process is as follows: 1): Install and weld the inner full-length wallboard 1, that is, the first inner full-length wallboard 11 Welding with the second inner full-length wallboard 12, the fillet weld between the two is a full penetration weld, and the groove at the connection between the two adopts the root welding groove form;
  • the joint adopts full penetration welding
  • the groove form of the joint is backing plate welding, and the groove faces outward
  • the T-shaped plate 62 is welded to the corbel flange stiffener 61 and the first inner full-length wallboard 11
  • the joints between the T-shaped plate 62 and the corbel flange stiffener 61 and the first inner full-length wallboard 11 are all welded by partial penetration
  • the groove form adopts a single-sided 40-degree root 2mm groove welding
  • the connection between the T-shaped plate 62 and the middle wall panel 3 is welded by full penetration
  • the groove form adopts the back plate welding groove form
  • the groove form adopts the form of backing plate welding, and then the horizontal corbel is used to reinforce the strong plate by partial penetration welding in turn 64 and the vertical leg strengthening plate 65 are welded to the frame, and the groove form adopts a single-sided 40° leaving a root of 2mm, and then the welding corbel outer sealing plate 66;
  • the welded wallboard is strengthened, and the fillet weld between the wallboard and the frame is required to be a double-sided fillet weld, and the welding foot is 0.8t;
  • T-shaped corbel web is assembled and welded, and the T-shaped corbel web and frame are welded on both sides by partial penetration;

Abstract

本发明公开了一种弧型墙板型支撑节点，包括：内侧通长墙板、一组内部劲板、中层墙板和外侧墙板，所述内部劲板设于内侧通长墙板的一侧，所述中层墙板设于内侧通长墙板的下部，并与内部劲板相配合，所述外侧墙板与内部劲板远离内侧通长墙板的一端连接；所述内侧通长墙板包括第一内侧通长墙板和第二内侧通长墙板，所述第一内侧通长墙板和第二内侧通长墙板交叉垂直设置，两者连接的拐角内侧设有墙内转角组件，且所述内侧通长墙板和外侧墙板均为弧形墙板。本发明中所述的一种弧型墙板型支撑节点，内侧通长墙板和外侧墙板均为弧形墙板，让其成为异形墙板，还在两墙板之间设置了内部劲板，提高了整个弧形墙板型支撑节点结构的稳定性、承载性和使用的安全性。

Description

一种弧型墙板型支撑节点及其制作工艺 技术领域
本发明属于钢结构建筑技术领域，特别涉及一种弧型墙板型支撑节点及其制作工艺。
背景技术
京津合作示范区占地38平方公里，是京津两市加强经济和社会合作、促进双城联动发展的重大示范项目，也是天津未来科技城重要的现代服务业功能板块。包括展馆、能源中心、自行车库等建筑，总建筑面积9705m2。其中展馆项目一共4层，地上3层地下1层，结构高度19.100m，结构型式为钢筋混凝土剪力墙结构，总建筑面积5121m2。结构3层为大型钢结构悬挑环，悬挑环生根于核心筒钢板剪力墙上。
京津合作示范区城市展馆工程，结构主体采用现浇钢筋混凝土剪力墙结构体系，三层为大跨度钢桁架结构悬挑环，悬挑环生根于钢板组合剪力墙核心筒上。钢桁架悬挑环分内环和外环；内环半径约16.8米，外环半径约24.7米；钢桁架弦杆截面为口800x400x50，H700x400x30x50,等；腹杆截面为H800x400x25x50等，钢材材质均为Q420C和Q420GJC。外环桁架设置悬挑钢梁，截面有HN400*200、H400*700*300*14*25、钢构件材质Q355B，环桁架固定在钢板墙内，钢板墙包括楼层暗梁HN400x200，钢板剪力墙加劲肋(双面)区格axh为：1650mmx1650mm；横、纵加劲肋厚度为20mm，总重量约1840吨。
为了更好的满足展馆设计的需要，其需要使用异形支撑节点，而当前墙体支撑节点大多都是中规中矩的结构，一旦对其结构进行改变，其将改变原有支撑节点结构的支撑性和承载性，且该异形支撑节点因其所需使用的节点钢材板厚较厚，上下皆为弧形对接，内部劲板交错纵横，结构复杂，焊接要求极高，外形尺寸极难保证，给施工带来了诸多的困难。
发明内容
发明目的：为了克服以上不足，本发明的目的是提供一种弧型墙板型支撑节点，内侧通长墙板和外侧墙板均为弧形墙板，让其成为异形墙板，同时还在两墙板之间设置了内部劲板，大大的提高了整个弧形墙板型支撑节点结构的稳定性、承载性和使用的安全性。
技术方案：为了实现上述目的，本发明提供了一种弧型墙板型支撑节点，包括：内侧通长墙板、一组内部劲板、中层墙板和外侧墙板，所述内部劲板设于内侧通长墙板的一侧，所述中层墙板设于内侧通长墙板的下部，并与内部劲板相配合，所述外侧墙板与内部劲 板远离内侧通长墙板的一端连接；
所述内侧通长墙板包括第一内侧通长墙板和第二内侧通长墙板，所述第一内侧通长墙板和第二内侧通长墙板交叉垂直设置，两者连接的拐角内侧设有墙内转角组件，且所述内侧通长墙板和外侧墙板均为弧形墙板。本发明中所述的一种弧型墙板型支撑节点，内侧通长墙板和外侧墙板均为弧形墙板，让其成为异形墙板，同时还在两墙板之间设置了内部劲板，大大的提高了整个弧形墙板型支撑节点结构的稳定性、承载性和使用的安全性，让其更好的满足施工的需要。
其中，所述内部劲板包括一组水平劲板和一组竖向劲板，其中，所述水平劲板包括一组上水平劲板和一组下水平劲板，所述上水平劲板和下水平劲板设于内侧通长墙板的外侧，并呈呈上、下水平设置，所述竖向劲板包括上竖向劲板和下竖向劲板，所述上竖向劲板设于下水平劲板的上方，并垂直设于内侧通长墙板的外侧，且与上水平劲板相配合，所述下竖向劲板设于下水平劲板的下方，并垂直设于内侧通长墙板的外侧。所述水平劲板和竖向劲板的使用，进一步提高了该支撑节点结构的稳定性，提高其支撑和承载性。
进一步的，所述水平劲板和竖向劲板之间形成的矩形框内设有暗梁腹板。暗梁腹板的设置，进一步提高了水平劲板和竖向劲板连接的结构的稳定性和支撑性。
本发明中所述外侧墙板包括下部外侧墙板和上部外侧墙板，所述下部外侧墙板设于下竖向劲板之间，并设于下水平劲板的下方，所述上部外侧墙板设于上竖向劲板之间，并设于下水平劲板的上方；
且所述第二内侧通长墙板靠近与第一内侧通长墙板一端的外侧与上部外侧墙板之间设有十字劲板。十字劲板的设置，提高了结构的稳定性和支撑性能。
本发明中所述第一内侧通长墙板位于水平劲板的一端设有第一墙板牛腿，所述第一墙板牛腿包括牛腿翼缘劲板，所述牛腿翼缘劲板与第一内侧通长墙板之间的夹角处设有T型板，所述T型板与牛腿翼缘劲板之间设有封板，且所述T型板的上方设有水平牛腿补强劲板，所述墙板牛腿补强劲板与T型板之间设有一组竖向腿补强劲板，且位于竖向腿补强劲板的外出设有牛腿外封板。牛腿内部结构的设置，提高了该部分结构的稳定性，进一步提高整个节点结构的稳定性，同时也便于其其他部件进行转接。
本发明中所述第一内侧通长墙板远离第二内侧通长墙板的一端设有第二牛腿；
所述第二牛腿包括一组牛腿翼缘板、腹板和第一加劲板、第二加劲板、牛腿内侧封板和牛腿外侧封板，其中，所述牛腿翼缘板包括上牛腿翼缘板和下牛腿翼缘板，所述上牛腿翼缘板设于第一内侧通长墙板的一侧，所述下牛腿翼缘板设于上牛腿翼缘板的下方，并与第一内侧通 长墙板连接，所述腹板设于两牛腿翼缘板之间，所述第一加劲板设于牛腿翼缘板的下方，并与中层墙板连接，所述第二加劲板设于第一加劲板的两侧，所述牛腿内侧封板和牛腿外侧封板相对设于牛腿翼缘板的内侧和外侧，并与第一内侧通长墙板连接。所述第二牛腿的设置，不仅提高了其结构的稳定性，同时还便于其与其他部件进行安装，对内侧通长墙板起到很好的转接作用。
本发明中所述墙内转角组件包括一组水平内转角劲板和一组竖向内转角劲板，其中，所述水平内转角劲板包括第一水平内转角劲板、第二水平内转角劲板和第三水平内转角劲板，所述第一水平内转角劲板、第二水平内转角劲板和第三水平内转角劲板上、下水平设置，且均与第一内侧通长墙板和第二内侧通长墙板连接，所述竖向内转角劲板垂直设于对应的水平内转角劲板上，且其内侧与第一内侧通长墙板连接，所述第一水平内转角劲板、第二水平内转角劲板和竖向内转角劲板之间设有第一内转角中腹板，所述第二水平内转角劲板的下方设有第二内转角中腹板，所述水平内转角劲板和一组竖向内转角劲板的外侧设有转角封板。所述墙内转角组件的设置，三角形水平内转角劲板的设置，利用三角形的稳定性，不仅能够提高第一内侧通长墙板和第二内侧通长墙板连接的稳定性，同时三角形水平内转角劲板和其他部件的组合使用，更是大大的提高了第一内侧通长墙板和第二内侧通长墙板连接拐角的结构的稳定性和支撑性，从而进一步提高了整个弧形支撑节点结构的稳定性和支撑性。
所述内转角中腹板设于水平内转角劲板和竖向内转角劲板之间的间隙处，并与第一内侧通长墙板和第二内侧通长墙板以及中层墙板相配合。
本发明中所述内侧通长墙板和外侧墙板之间设有墙内加强劲板。墙内加劲板的设置，大大的提高了内侧通长墙板与外侧墙板连接的稳定性，有效提高整个弧形墙板结构强度，进一步提高其支撑强度和使用的稳定性和安全性。
本发明中所述的弧型墙板型支撑节点的制作工艺，具体的制作工艺如下：1)：装焊内侧通长墙板，即对第一内侧通长墙板和第二内侧通长墙板进行焊接，两者之间的角接焊缝为全熔透焊缝，且两者连接处的坡口采用清根焊坡口形式；
2)：装焊内部劲板，即在第一内侧通长墙板和第二内侧通长墙板上装焊水平劲板和一组竖向劲板；
3)：装焊装焊正立面的中层墙板，正立面的中层墙板与下水平劲板的通过局部熔透焊接，且连接处的坡口采用单面40°留根2mm的坡口形式，该中层墙板与其他部件的连接处均采用全熔透的方式焊接，坡口形式采用垫板焊坡口形式；
4)：装焊侧立面的下部中层墙板，侧立面的中层墙板与下水平劲板的通过局部熔透焊接，连 接处的坡口采用单面40°留根2mm的坡口形式，且该中层墙板与其余构件之间的角接焊缝要求为全熔透焊接，且坡口形式采用垫板焊坡口形式；
5)：装焊暗梁腹板，通过局部熔透的方式将暗梁腹板与构架之间进行角接，坡口形式采用单面40°留根2mm的坡口形式；
6)：装焊下部外侧墙板，对位于第一内侧通长墙板和第二内侧通长墙板连接处拐角的两块下部外侧墙板与构架之间的角接采用全熔透方式进行焊接，连接的坡口形式为垫板焊形式，其余下部外侧墙板与构架之间的角接均采用局部熔透进行焊接，坡口形式采用单面40°留根2mm；
7)：装焊第一墙板牛腿，先将牛腿翼缘劲板的下部插于中层墙板的凹槽中，并将牛腿翼缘劲板与构架之间的角接处采用全熔透焊接，连接处的坡口形式为垫板焊形式，且坡口朝外，再将T型板装焊到牛腿翼缘劲板与第一内侧通长墙板连接的拐角处，所述T型板与牛腿翼缘劲板与第一内侧通长墙板的连接处均采用局部熔透方式焊接，坡口形式采用单面40度留根2mm坡口焊，T型板与中层墙板的连接处采用全熔透方式焊接，坡口形式采用垫板焊坡口形式；
再装焊牛腿外封板，封板与构架间角接处均采用全熔透焊接，坡口形式采用垫板焊形式，再依次通过局部熔透焊的方式将水平牛腿补强劲板和竖向腿补强劲板与构架焊接，坡口形式采用单面40°留根2mm，再装焊牛腿外封板；
8)：装焊上部外侧墙板，上部外侧墙板与构架之间的角接处采用全熔透焊接方式进行焊接，且坡口处采用垫板焊坡口形式；
9)：装焊十字劲板，先通过局部熔透焊接方式对十字劲板进行自身合拢看，坡口采用双面40°，留2mm形式，再将合拢后的十字劲板与构架通过局部熔透的方式进行焊接，连接处的坡口形式采用单面40°，留根2mm，坡口朝向外侧；
10)：装焊上端外侧墙板封板，即在十字劲板的外侧设置上端外侧墙板封板，上端外侧墙板封板与相邻的正立面和侧立面的上部外侧墙板通过全熔透发方式进行焊接，焊接的坡口采用垫板焊坡口形式；
11)：装焊墙内加强劲板，即在上部外侧墙板与构架之间的装焊墙内加强劲板，连接处采用局部熔透方式进行焊接，且坡口形式为单面40°，留根2mm；
12)：装焊第二牛腿，先通过局部熔透的方式将牛腿翼缘板与第一内侧通长墙板进行焊接，再通过局部熔透的方式将腹板与构架之间进行连接，然后通过局部熔透方式对第一加劲板、第二加劲板与牛腿翼缘板焊接，以上焊接过程中的坡口均采用单面40°留根2mm，且第一 加劲板和第二加劲板相互之间采用全熔透焊接方式进行焊接，坡口形式采用垫板焊形式进行焊接；
13)：装焊牛腿内侧封板，通过全熔透焊接方式将牛腿内侧封板与第一内侧通长墙板，坡口形式采用垫板焊坡口形式，并通过局部熔透方式对牛腿内侧封板与牛腿翼缘板的连接方式进行焊接，坡口形式采用单面40°，留根2mm；
14)：装焊牛腿外侧封板，通过全熔透焊接方式将牛腿外侧封板与构架之间的角接处进行焊接，坡口形式采用垫板焊坡口形式；
15)：装焊墙内墙内转角组件，先通过局部熔透的方式对水平内转角劲板和一组竖向内转角劲板进行焊接，再将通过局部通透焊将水平内转角劲板和一组竖向内转角劲板与第一内侧通长墙板和第二内侧通长墙板进行焊接，该步骤中所有焊接处的坡口形式采用双面40°留根2mm；
16)：通过全熔透焊接方式对第一内转角中腹板和第二内转角中腹板进行焊接，坡口形式采用垫板焊坡口；
17)：装焊转角封板，其中，第一转角封板通过局部熔透的方式与构架的连接处进行焊接，坡口形式采用单面40°留根2mm，其转角封板采用全熔透焊缝与构架之间的角接处进行焊接，坡口形式采用垫板焊坡口形式；
18)：装焊墙板套筒，套管与构架之间的角接焊缝采用单面40°坡口焊，熔深达到钢管壁厚即可；
19)：装焊墙板装饰板，采用退装法对装饰劲板与构架进行安装，装饰劲板与构架之间的角接焊缝要求为双面角焊缝要求，焊角大小为0.8t；
20)：装焊墙板加强劲，墙板加强劲与构架之间的角接焊缝要求为双面角焊缝，焊脚0.8t；
21)：装焊墙板H型/T型牛腿及支托；
22)：装焊牛腿搭筋板；
23)：最后装焊吊耳及耳板。
上述技术方案可以看出，本发明具有如下有益效果：
1、本发明中所述的一种弧型墙板型支撑节点，内侧通长墙板和外侧墙板均为弧形墙板，让其成为异形墙板，同时还在两墙板之间设置了内部劲板，大大的提高了整个弧形墙板型支撑节点结构的稳定性、承载性和使用的安全性，让其更好的满足施工的需要。
2、本发明中所述水平劲板和竖向劲板的使用，进一步提高了该支撑节点结构的稳定性，提高其支撑和承载性；所述水平劲板和竖向劲板之间形成的矩形框内设有暗梁腹板，暗 梁腹板的设置，进一步提高了水平劲板和竖向劲板连接的结构的稳定性和支撑性。
3、本发明中所述第二内侧通长墙板靠近与第一内侧通长墙板一端的外侧与上部外侧墙板之间设有十字劲板。十字劲板的设置，提高了结构的稳定性和支撑性能。
4、本发明中所述牛腿内部结构的设置，提高了该部分结构的稳定性，进一步提高整个节点结构的稳定性，同时也便于其其他部件进行转接；所述第二牛腿的设置，不仅提高了其结构的稳定性，同时还便于其与其他部件进行安装，对内侧通长墙板起到很好的转接作用。
5、本发明中所述墙内转角组件的设置，三角形水平内转角劲板的设置，利用三角形的稳定性，不仅能够提高第一内侧通长墙板和第二内侧通长墙板连接的稳定性，同时三角形水平内转角劲板和其他部件的组合使用，更是大大的提高了第一内侧通长墙板和第二内侧通长墙板连接拐角的结构的稳定性和支撑性，从而进一步提高了整个弧形支撑节点结构的稳定性和支撑性。
6、本发明中所述的弧型墙板型支撑节点的制作工艺，对钢结构的施工工艺进行了优化，在施工过程中部件之间的连接根据各个结构的特性采用不同焊接方式，有效的提高了整个支撑节点的施工质量，不仅能够很好的解决了弧形墙板支撑节点异形件难以施工的问题，同时，也能够有效的保证了其结构的稳定性、支撑性和使用的安全性。
附图说明
图1为本发明的弧型墙板型支撑节点的结构示意图；
图2为本发明中弧型墙板型支撑节点与图1相对的另一面的结构示意图；
图3为本发明中弧型墙板型支撑节点的另一个视角的结构图；
图4为本发明中墙内转角组件中水平内转角劲板和竖向内转角劲板的安装结构示意图；
图5为本发明中第一内转角中腹板和第二内转角中腹板的安装结构图；
图6为本发明中水平劲板和竖向劲板的安装示意图；
图7为本发明中下部外侧墙板的安装示意图；
图8为本发明中上部外侧墙板的安装示意图；
图9为本发明中第一墙板牛腿的内部结构示意图。
具体实施方式
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。
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。
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。
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。
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。
实施例1
如图1至9所示的一种弧型墙板型支撑节点，包括：内侧通长墙板1、一组内部劲板2、中层墙板3和外侧墙板4，所述内部劲板2设于内侧通长墙板1的一侧，所述中层墙板3设于内侧通长墙板1的下部，并与内部劲板2相配合，所述外侧墙板4与内部劲板2远离内侧通长墙板1的一端连接；
所述内侧通长墙板1包括第一内侧通长墙板11和第二内侧通长墙板12，所述第一内侧通长墙板11和第二内侧通长墙板12交叉垂直设置，两者连接的拐角内侧设有墙内转角组件5，且所述内侧通长墙板1和外侧墙板4均为弧形墙板。
本实施例中所述内部劲板2包括一组水平劲板21和一组竖向劲板22，其中，所述水平劲板21包括一组上水平劲板211和一组下水平劲板212，所述上水平劲板211和下水平 劲板212设于内侧通长墙板1的外侧，并呈呈上、下水平设置，所述竖向劲板22包括上竖向劲板221和下竖向劲板222，所述上竖向劲板221设于下水平劲板212的上方，并垂直设于内侧通长墙板1的外侧，且与上水平劲板211相配合，所述下竖向劲板222设于下水平劲板212的下方，并垂直设于内侧通长墙板1的外侧。
本实施例中所述水平劲板21和竖向劲板22之间形成的矩形框内设有暗梁腹板23。
本实施例中所述外侧墙板4包括下部外侧墙板41和上部外侧墙板42，所述下部外侧墙板41设于下竖向劲板222之间，并设于下水平劲板21的下方，所述上部外侧墙板42设于上竖向劲板221之间，并设于下水平劲板21的上方；
且所述第二内侧通长墙板12靠近与第一内侧通长墙板11一端的外侧与上部外侧墙板42之间设有十字劲板223。
本实施例中所述第一内侧通长墙板11位于水平劲板21的一端设有第一墙板牛腿6，所述第一墙板牛腿6包括牛腿翼缘劲板61，所述牛腿翼缘劲板61与第一内侧通长墙板11之间的夹角处设有T型板62，所述T型板62与牛腿翼缘劲板6之间设有封板63，且所述T型板62的上方设有水平牛腿补强劲板64，所述墙板牛腿补强劲板64与T型板62之间设有一组竖向腿补强劲板65，且位于竖向腿补强劲板65的外出设有牛腿外封板66。
本实施例中所述第一内侧通长墙板11远离第二内侧通长墙板12的一端设有第二牛腿7；
所述第二牛腿7包括一组牛腿翼缘板71、腹板72和第一加劲板73、第二加劲板74、牛腿内侧封板75和牛腿外侧封板76，其中，所述牛腿翼缘板71包括上牛腿翼缘板和下牛腿翼缘板，所述上牛腿翼缘板设于第一内侧通长墙板11的一侧，所述下牛腿翼缘板设于上牛腿翼缘板的下方，并与第一内侧通长墙板11连接，所述腹板72设于两牛腿翼缘板71之间，所述第一加劲板73设于牛腿翼缘板71的下方，并与中层墙板3连接，所述第二加劲板74设于第一加劲板73的两侧，所述牛腿内侧封板75和牛腿外侧封板76相对设于牛腿翼缘板71的内侧和外侧，并与第一内侧通长墙板11连接。
本实施例中所述墙内转角组件5包括一组水平内转角劲板51和一组竖向内转角劲板52，其中，所述水平内转角劲板51包括第一水平内转角劲板、第二水平内转角劲板和第三水平内转角劲板，所述第一水平内转角劲板、第二水平内转角劲板和第三水平内转角劲板上、下水平设置，且均与第一内侧通长墙板11和第二内侧通长墙板12连接，所述竖向内转角劲板52垂直设于对应的水平内转角劲板51上，且其内侧与第一内侧通长墙板11连接，所述第一水平内转角劲板、第二水平内转角劲板和竖向内转角劲板52之间设有第一内转角 中腹板53，所述第二水平内转角劲板的下方设有第二内转角中腹板54，所述水平内转角劲板51和一组竖向内转角劲板52的外侧设有转角封板55。
所述内转角中腹板53设于水平内转角劲板51和竖向内转角劲板52之间的间隙处，并与第一内侧通长墙板11和第二内侧通长墙板12以及中层墙板3相配合。
本实施例中所述内侧通长墙板1和外侧墙板4之间设有墙内加强劲板8。
实施例2
如图1至9所示的一种弧型墙板型支撑节点，包括：内侧通长墙板1、一组内部劲板2、中层墙板3和外侧墙板4，所述内部劲板2设于内侧通长墙板1的一侧，所述中层墙板3设于内侧通长墙板1的下部，并与内部劲板2相配合，所述外侧墙板4与内部劲板2远离内侧通长墙板1的一端连接；
所述内侧通长墙板1包括第一内侧通长墙板11和第二内侧通长墙板12，所述第一内侧通长墙板11和第二内侧通长墙板12交叉垂直设置，两者连接的拐角内侧设有墙内转角组件5，且所述内侧通长墙板1和外侧墙板4均为弧形墙板。
本实施例中所述内部劲板2包括一组水平劲板21和一组竖向劲板22，其中，所述水平劲板21包括一组上水平劲板211和一组下水平劲板212，所述上水平劲板211和下水平劲板212设于内侧通长墙板1的外侧，并呈呈上、下水平设置，所述竖向劲板22包括上竖向劲板221和下竖向劲板222，所述上竖向劲板221设于下水平劲板212的上方，并垂直设于内侧通长墙板1的外侧，且与上水平劲板211相配合，所述下竖向劲板222设于下水平劲板212的下方，并垂直设于内侧通长墙板1的外侧。
本实施例中所述水平劲板21和竖向劲板22之间形成的矩形框内设有暗梁腹板23。
本实施例中所述外侧墙板4包括下部外侧墙板41和上部外侧墙板42，所述下部外侧墙板41设于下竖向劲板222之间，并设于下水平劲板21的下方，所述上部外侧墙板42设于上竖向劲板221之间，并设于下水平劲板21的上方；
且所述第二内侧通长墙板12靠近与第一内侧通长墙板11一端的外侧与上部外侧墙板42之间设有十字劲板223。
本实施例中所述第一内侧通长墙板11位于水平劲板21的一端设有第一墙板牛腿6，所述第一墙板牛腿6包括牛腿翼缘劲板61，所述牛腿翼缘劲板61与第一内侧通长墙板11之间的夹角处设有T型板62，所述T型板62与牛腿翼缘劲板6之间设有封板63，且所述T型板62的上方设有水平牛腿补强劲板64，所述墙板牛腿补强劲板64与T型板62之间设有一组竖向腿补强劲板65，且位于竖向腿补强劲板65的外出设有牛腿外封板66。
本实施例中所述第一内侧通长墙板11远离第二内侧通长墙板12的一端设有第二牛腿7；
所述第二牛腿7包括一组牛腿翼缘板71、腹板72和第一加劲板73、第二加劲板74、牛腿内侧封板75和牛腿外侧封板76，其中，所述牛腿翼缘板71包括上牛腿翼缘板和下牛腿翼缘板，所述上牛腿翼缘板设于第一内侧通长墙板11的一侧，所述下牛腿翼缘板设于上牛腿翼缘板的下方，并与第一内侧通长墙板11连接，所述腹板72设于两牛腿翼缘板71之间，所述第一加劲板73设于牛腿翼缘板71的下方，并与中层墙板3连接，所述第二加劲板74设于第一加劲板73的两侧，所述牛腿内侧封板75和牛腿外侧封板76相对设于牛腿翼缘板71的内侧和外侧，并与第一内侧通长墙板11连接。
本实施例中所述墙内转角组件5包括一组水平内转角劲板51和一组竖向内转角劲板52，其中，所述水平内转角劲板51包括第一水平内转角劲板、第二水平内转角劲板和第三水平内转角劲板，所述第一水平内转角劲板、第二水平内转角劲板和第三水平内转角劲板上、下水平设置，且均与第一内侧通长墙板11和第二内侧通长墙板12连接，所述竖向内转角劲板52垂直设于对应的水平内转角劲板51上，且其内侧与第一内侧通长墙板11连接，所述第一水平内转角劲板、第二水平内转角劲板和竖向内转角劲板52之间设有第一内转角中腹板53，所述第二水平内转角劲板的下方设有第二内转角中腹板54，所述水平内转角劲板51和一组竖向内转角劲板52的外侧设有转角封板55。
所述内转角中腹板53设于水平内转角劲板51和竖向内转角劲板52之间的间隙处，并与第一内侧通长墙板11和第二内侧通长墙板12以及中层墙板3相配合。
本实施例中所述内侧通长墙板1和外侧墙板4之间设有墙内加强劲板8。
本实施例中所述的弧型墙板型支撑节点的制作工艺，其特征在于：具体的制作工艺如下：1)：装焊内侧通长墙板1，即对第一内侧通长墙板11和第二内侧通长墙板12进行焊接，两者之间的角接焊缝为全熔透焊缝，且两者连接处的坡口采用清根焊坡口形式；
2)：装焊内部劲板2，即在第一内侧通长墙板11和第二内侧通长墙板12上装焊水平劲板21和一组竖向劲板22；
3)：装焊装焊正立面的中层墙板3，正立面的中层墙板与下水平劲板212的通过局部熔透焊接，且连接处的坡口采用单面40°留根2mm的坡口形式，该中层墙板与其他部件的连接处均采用全熔透的方式焊接，坡口形式采用垫板焊坡口形式；
4)：装焊侧立面的下部中层墙板3，侧立面的中层墙板3与下水平劲板212的通过局部熔透焊接，连接处的坡口采用单面40°留根2mm的坡口形式，且该中层墙板3与其余构件之间 的角接焊缝要求为全熔透焊接，且坡口形式采用垫板焊坡口形式；
5)：装焊暗梁腹板23，通过局部熔透的方式将暗梁腹板23与构架之间进行角接，坡口形式采用单面40°留根2mm的坡口形式；
6)：装焊下部外侧墙板41，对位于第一内侧通长墙板11和第二内侧通长墙板12连接处拐角的两块下部外侧墙板41与构架之间的角接采用全熔透方式进行焊接，连接的坡口形式为垫板焊形式，其余下部外侧墙板41与构架之间的角接均采用局部熔透进行焊接，坡口形式采用单面40°留根2mm；
7)：装焊第一墙板牛腿6，先将牛腿翼缘劲板61的下部插于中层墙板3的凹槽中，并将牛腿翼缘劲板61与构架之间的角接处采用全熔透焊接，连接处的坡口形式为垫板焊形式，且坡口朝外，再将T型板62装焊到牛腿翼缘劲板61与第一内侧通长墙板11连接的拐角处，所述T型板62与牛腿翼缘劲板61与第一内侧通长墙板11的连接处均采用局部熔透方式焊接，坡口形式采用单面40度留根2mm坡口焊，T型板62与中层墙板3的连接处采用全熔透方式焊接，坡口形式采用垫板焊坡口形式；
再装焊牛腿外封板66，封板与构架间角接处均采用全熔透焊接，坡口形式采用垫板焊形式，再依次通过局部熔透焊的方式将水平牛腿补强劲板64和竖向腿补强劲板65与构架焊接，坡口形式采用单面40°留根2mm，再装焊牛腿外封板66；
8)：装焊上部外侧墙板42，上部外侧墙板42与构架之间的角接处采用全熔透焊接方式进行焊接，且坡口处采用垫板焊坡口形式；
9)：装焊十字劲板223，先通过局部熔透焊接方式对十字劲板223进行自身合拢看，坡口采用双面40°，留2mm形式，再将合拢后的十字劲板223与构架通过局部熔透的方式进行焊接，连接处的坡口形式采用单面40°，留根2mm，坡口朝向外侧；
10)：装焊上端外侧墙板封板，即在十字劲板223的外侧设置上端外侧墙板封板，上端外侧墙板封板与相邻的正立面和侧立面的上部外侧墙板42通过全熔透发方式进行焊接，焊接的坡口采用垫板焊坡口形式；
11)：装焊墙内加强劲板8，即在上部外侧墙板42与构架之间的装焊墙内加强劲板8，连接处采用局部熔透方式进行焊接，且坡口形式为单面40°，留根2mm；
12)：装焊第二牛腿7，先通过局部熔透的方式将牛腿翼缘板71与第一内侧通长墙板11进行焊接，再通过局部熔透的方式将腹板72与构架之间进行连接，然后通过局部熔透方式对第一加劲板73、第二加劲板74与牛腿翼缘板71焊接，以上焊接过程中的坡口均采用单面40°留根2mm，且第一加劲板73和第二加劲板74相互之间采用全熔透焊接方式进行焊 接，坡口形式采用垫板焊形式进行焊接；
13)：装焊牛腿内侧封板75，通过全熔透焊接方式将牛腿内侧封板75与第一内侧通长墙板11，坡口形式采用垫板焊坡口形式，并通过局部熔透方式对牛腿内侧封板75与牛腿翼缘板71的连接方式进行焊接，坡口形式采用单面40°，留根2mm；
14)：装焊牛腿外侧封板76，通过全熔透焊接方式将牛腿外侧封板76与构架之间的角接处进行焊接，坡口形式采用垫板焊坡口形式；
15)：装焊墙内墙内转角组件5，先通过局部熔透的方式对水平内转角劲板51和一组竖向内转角劲板52进行焊接，再将通过局部通透焊将水平内转角劲板51和一组竖向内转角劲板52与第一内侧通长墙板11和第二内侧通长墙板12进行焊接，该步骤中所有焊接处的坡口形式采用双面40°留根2mm；
16)：通过全熔透焊接方式对第一内转角中腹板53和第二内转角中腹板54进行焊接，坡口形式采用垫板焊坡口；
17)：装焊转角封板55，其中，第一转角封板551通过局部熔透的方式与构架的连接处进行焊接，坡口形式采用单面40°留根2mm，其转角封板55采用全熔透焊缝与构架之间的角接处进行焊接，坡口形式采用垫板焊坡口形式；
18)：装焊墙板套筒，套管与构架之间的角接焊缝采用单面40°坡口焊，熔深达到钢管壁厚即可；
19)：装焊墙板装饰板，采用退装法对装饰劲板与构架进行安装，装饰劲板与构架之间的角接焊缝要求为双面角焊缝要求，焊角大小为0.8t；
20)：装焊墙板加强劲，墙板加强劲与构架之间的角接焊缝要求为双面角焊缝，焊脚0.8t；
21)：装焊墙板H型/T型牛腿及支托；
22)：装焊牛腿搭筋板；
23)：最后装焊吊耳及耳板。
本实施例中步骤21至23中涉及的部件具体的制作工艺如下：对将H型牛腿自身进行组合，并采用全熔透的方式进行焊接，部件的连接处采用清根焊坡口形式对接；
再将焊接完成的H型牛腿翼缘与构架通过全熔透的方式进行焊接，连接处采用清根焊坡口形式；
装焊H型牛腿腹板，通过局部熔透的焊接方式将H型牛腿腹板与构架进行焊接，连接处采用双面焊接；
装焊T型牛腿，先通过全熔透方式对T型牛腿自身进行合拢，部件间的连接处的坡口形式 采用清根焊的坡口形式；
装焊T型牛腿翼缘，通过全熔透方式将T型牛腿翼缘与构架进行焊接，坡口形式采用清根焊坡口形式；
装焊T型牛腿腹板，采用局部熔透的方式将T型牛腿腹板与构架进行双面焊接；
装焊支托，通过双面焊将支托与构建之间进行焊接，再焊脚为0.8t；
装焊牛腿搭筋板，通过双面角焊将牛腿搭筋板与构架进行焊接，焊脚为0.8t；
装好吊耳及耳板，通过全熔透焊缝的焊接方式将吊耳及耳板与构架进行焊接，连接处的坡口形式为清根焊坡口形式。
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。

Claims (10)

  1. 一种弧型墙板型支撑节点的制作工艺，其特征在于：具体的制作工艺如下：1)：装焊内侧通长墙板(1)，即对第一内侧通长墙板(11)和第二内侧通长墙板(12)进行焊接，两者之间的角接焊缝为全熔透焊缝，且两者连接处的坡口采用清根焊坡口形式；
    2)：装焊内部劲板(2)，即在第一内侧通长墙板(11)和第二内侧通长墙板(12)上装焊水平劲板(21)和一组竖向劲板(22)；
    3)：装焊装焊正立面的中层墙板(3)，正立面的中层墙板与下水平劲板(212)的通过局部熔透焊接，且连接处的坡口采用单面40°留根2mm的坡口形式，该中层墙板与其他部件的连接处均采用全熔透的方式焊接，坡口形式采用垫板焊坡口形式；
    4)：装焊侧立面的下部中层墙板(3)，侧立面的中层墙板(3)与下水平劲板(212)的通过局部熔透焊接，连接处的坡口采用单面40°留根2mm的坡口形式，且该中层墙板(3)与其余构件之间的角接焊缝要求为全熔透焊接，且坡口形式采用垫板焊坡口形式；
    5)：装焊暗梁腹板(23)，通过局部熔透的方式将暗梁腹板(23)与构架之间进行角接，坡口形式采用单面40°留根2mm的坡口形式；
    6)：装焊下部外侧墙板(41)，对位于第一内侧通长墙板(11)和第二内侧通长墙板(12)连接处拐角的两块下部外侧墙板(41)与构架之间的角接采用全熔透方式进行焊接，连接的坡口形式为垫板焊形式，其余下部外侧墙板(41)与构架之间的角接均采用局部熔透进行焊接，坡口形式采用单面40°留根2mm；
    7)：装焊第一墙板牛腿(6)，先将牛腿翼缘劲板(61)的下部插于中层墙板(3)的凹槽中，并将牛腿翼缘劲板(61)与构架之间的角接处采用全熔透焊接，连接处的坡口形式为垫板焊形式，且坡口朝外，再将T型板(62)装焊到牛腿翼缘劲板(61)与第一内侧通长墙板(11)连接的拐角处，所述T型板(62)与牛腿翼缘劲板(61)与第一内侧通长墙板(11)的连接处均采用局部熔透方式焊接，坡口形式采用单面40度留根2mm坡口焊，T型板(62)与中层墙板(3)的连接处采用全熔透方式焊接，坡口形式采用垫板焊坡口形式；
    再装焊牛腿外封板(66)，封板与构架间角接处均采用全熔透焊接，坡口形式采用垫板焊形式，再依次通过局部熔透焊的方式将水平牛腿补强劲板(64)和竖向腿补强劲板(65)与构架焊接，坡口形式采用单面40°留根2mm，再装焊牛腿外封板(66)；
    8)：装焊上部外侧墙板(42)，上部外侧墙板(42)与构架之间的角接处采用全熔透焊接方式进行焊接，且坡口处采用垫板焊坡口形式；
    9)：装焊十字劲板(223)，先通过局部熔透焊接方式对十字劲板(223)进行自身合拢看，坡口采用双面40°，留2mm形式，再将合拢后的十字劲板(223)与构架通过局部熔透的 方式进行焊接，连接处的坡口形式采用单面40°，留根2mm，坡口朝向外侧；
    10)：装焊上端外侧墙板封板，即在十字劲板(223)的外侧设置上端外侧墙板封板，上端外侧墙板封板与相邻的正立面和侧立面的上部外侧墙板(42)通过全熔透发方式进行焊接，焊接的坡口采用垫板焊坡口形式；
    11)：装焊墙内加强劲板(8)，即在上部外侧墙板(42)与构架之间的装焊墙内加强劲板(8)，连接处采用局部熔透方式进行焊接，且坡口形式为单面40°，留根2mm；
    12)：装焊第二牛腿(7)，先通过局部熔透的方式将牛腿翼缘板(71)与第一内侧通长墙板(11)进行焊接，再通过局部熔透的方式将腹板(72)与构架之间进行连接，然后通过局部熔透方式对第一加劲板(73)、第二加劲板(74)与牛腿翼缘板(71)焊接，以上焊接过程中的坡口均采用单面40°留根2mm，且第一加劲板(73)和第二加劲板(74)相互之间采用全熔透焊接方式进行焊接，坡口形式采用垫板焊形式进行焊接；
    13)：装焊牛腿内侧封板(75)，通过全熔透焊接方式将牛腿内侧封板(75)与第一内侧通长墙板(11)，坡口形式采用垫板焊坡口形式，并通过局部熔透方式对牛腿内侧封板(75)与牛腿翼缘板(71)的连接方式进行焊接，坡口形式采用单面40°，留根2mm；
    14)：装焊牛腿外侧封板(76)，通过全熔透焊接方式将牛腿外侧封板(76)与构架之间的角接处进行焊接，坡口形式采用垫板焊坡口形式；
    15)：装焊墙内墙内转角组件(5)，先通过局部熔透的方式对水平内转角劲板(51)和一组竖向内转角劲板(52)进行焊接，再将通过局部通透焊将水平内转角劲板(51)和一组竖向内转角劲板(52)与第一内侧通长墙板(11)和第二内侧通长墙板(12)进行焊接，该步骤中所有焊接处的坡口形式采用双面40°留根2mm；
    16)：通过全熔透焊接方式对第一内转角中腹板(53)和第二内转角中腹板(54)进行焊接，坡口形式采用垫板焊坡口；
    17)：装焊转角封板(55)，其中，第一转角封板(551)通过局部熔透的方式与构架的连接处进行焊接，坡口形式采用单面40°留根2mm，其转角封板(55)采用全熔透焊缝与构架之间的角接处进行焊接，坡口形式采用垫板焊坡口形式；
    18)：装焊墙板套筒，套管与构架之间的角接焊缝采用单面40°坡口焊，熔深达到钢管壁厚即可；
    19)：装焊墙板装饰板，采用退装法对装饰劲板与构架进行安装，装饰劲板与构架之间的角接焊缝要求为双面角焊缝要求，焊角大小为0.8t；
    20)：装焊墙板加强劲，墙板加强劲与构架之间的角接焊缝要求为双面角焊缝，焊脚0.8t；
    21)：装焊墙板H型/T型牛腿及支托；
    22)：装焊牛腿搭筋板；
    23)：最后装焊吊耳及耳板。
  2. 一种弧型墙板型支撑节点，其特征在于：包括：内侧通长墙板(1)、一组内部劲板(2)、中层墙板(3)和外侧墙板(4)，所述内部劲板(2)设于内侧通长墙板(1)的一侧，所述中层墙板(3)设于内侧通长墙板(1)的下部，并与内部劲板(2)相配合，所述外侧墙板(4)与内部劲板(2)远离内侧通长墙板(1)的一端连接；
    所述内侧通长墙板(1)包括第一内侧通长墙板(11)和第二内侧通长墙板(12)，所述第一内侧通长墙板(11)和第二内侧通长墙板(12)交叉垂直设置，两者连接的拐角内侧设有墙内转角组件(5)，且所述内侧通长墙板(1)和外侧墙板(4)均为弧形墙板。
  3. 根据权利要求2所述的弧型墙板型支撑节点，其特征在于：所述内部劲板(2)包括一组水平劲板(21)和一组竖向劲板(22)，其中，所述水平劲板(21)包括一组上水平劲板(211)和一组下水平劲板(212)，所述上水平劲板(211)和下水平劲板(212)设于内侧通长墙板(1)的外侧，并呈呈上、下水平设置，所述竖向劲板(22)包括上竖向劲板(221)和下竖向劲板(222)，所述上竖向劲板(221)设于下水平劲板(212)的上方，并垂直设于内侧通长墙板(1)的外侧，且与上水平劲板(211)相配合，所述下竖向劲板(222)设于下水平劲板(212)的下方，并垂直设于内侧通长墙板(1)的外侧。
  4. 根据权利要求3所述的弧型墙板型支撑节点，其特征在于：所述水平劲板(21)和竖向劲板(22)之间形成的矩形框内设有暗梁腹板(23)。
  5. 根据权利要求3所述的弧型墙板型支撑节点，其特征在于：所述外侧墙板(4)包括下部外侧墙板(41)和上部外侧墙板(42)，所述下部外侧墙板(41)设于下竖向劲板(222)之间，并设于下水平劲板(21)的下方，所述上部外侧墙板(42)设于上竖向劲板(221)之间，并设于下水平劲板(21)的上方；
    且所述第二内侧通长墙板(12)靠近与第一内侧通长墙板(11)一端的外侧与上部外侧墙板(42)之间设有十字劲板(223)。
  6. 根据权利要求2所述的弧型墙板型支撑节点，其特征在于：所述第一内侧通长墙板(11)位于水平劲板(21)的一端设有第一墙板牛腿(6)，所述第一墙板牛腿(6)包括牛腿翼缘劲板(61)，所述牛腿翼缘劲板(61)与第一内侧通长墙板(11)之间的夹角处设有T型板(62)，所述T型板(62)与牛腿翼缘劲板(6)之间设有封板(63)，且所述T型板(62)的上方设有水平牛腿补强劲板(64)，所述墙板牛腿补强劲板(64)与T型板(62) 之间设有一组竖向腿补强劲板(65)，且位于竖向腿补强劲板(65)的外出设有牛腿外封板(66)。
  7. 根据权利要求2所述的弧型墙板型支撑节点，其特征在于：所述第一内侧通长墙板(11)远离第二内侧通长墙板(12)的一端设有第二牛腿(7)；
    所述第二牛腿(7)包括一组牛腿翼缘板(71)、腹板(72)和第一加劲板(73)、第二加劲板(74)、牛腿内侧封板(75)和牛腿外侧封板(76)，其中，所述牛腿翼缘板(71)包括上牛腿翼缘板和下牛腿翼缘板，所述上牛腿翼缘板设于第一内侧通长墙板(11)的一侧，所述下牛腿翼缘板设于上牛腿翼缘板的下方，并与第一内侧通长墙板(11)连接，所述腹板(72)设于两牛腿翼缘板(71)之间，所述第一加劲板(73)设于牛腿翼缘板(71)的下方，并与中层墙板(3)连接，所述第二加劲板(74)设于第一加劲板(73)的两侧，所述牛腿内侧封板(75)和牛腿外侧封板(76)相对设于牛腿翼缘板(71)的内侧和外侧，并与第一内侧通长墙板(11)连接。
  8. 根据权利要求2所述的弧型墙板型支撑节点，其特征在于：所述墙内转角组件(5)包括一组水平内转角劲板(51)和一组竖向内转角劲板(52)，其中，所述水平内转角劲板(51)包括第一水平内转角劲板、第二水平内转角劲板和第三水平内转角劲板，所述第一水平内转角劲板、第二水平内转角劲板和第三水平内转角劲板上、下水平设置，且均与第一内侧通长墙板(11)和第二内侧通长墙板(12)连接，所述竖向内转角劲板(52)垂直设于对应的水平内转角劲板(51)上，且其内侧与第一内侧通长墙板(11)连接，所述第一水平内转角劲板、第二水平内转角劲板和竖向内转角劲板(52)之间设有第一内转角中腹板(53)，所述第二水平内转角劲板的下方设有第二内转角中腹板(54)，所述水平内转角劲板(51)和一组竖向内转角劲板(52)的外侧设有转角封板(55)。
  9. 根据权利要求8所述的弧型墙板型支撑节点，其特征在于：所述第一所述内转角中腹板(53)设于水平内转角劲板(51)和竖向内转角劲板(52)之间的间隙处，并与第一内侧通长墙板(11)和第二内侧通长墙板(12)以及中层墙板(3)相配合。
  10. 根据权利要求3所述的弧型墙板型支撑节点，其特征在于：所述内侧通长墙板(1)和外侧墙板(4)之间设有墙内加强劲板(8)。
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117468610A (zh) * 2023-12-27 2024-01-30 中国建筑设计研究院有限公司 一种防屈曲箱板式围壁墙板结构及其设计方法

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11159029A (ja) * 1997-11-28 1999-06-15 Taisei Corp 耐力壁の構築方法
JP2007039939A (ja) * 2005-08-02 2007-02-15 Jfe Steel Kk 鉄骨軸組構造の低層建築物、耐力壁パネル、耐力壁パネル取付部材、耐力壁パネルの取付方法
CN102296728A (zh) * 2011-06-20 2011-12-28 南通建筑工程总承包有限公司 一种双钢板结构剪力墙及其施工方法
CN203383353U (zh) * 2013-06-03 2014-01-08 江苏沪宁钢机股份有限公司 一种桁架节点区超厚钢板墙
CN205077747U (zh) * 2015-07-31 2016-03-09 北新集团建材股份有限公司 一种异形山墙收边板及金邦板山墙收边节点
CN107842131A (zh) * 2017-11-30 2018-03-27 江苏沪宁钢机股份有限公司 一种钢板剪力墙与钢柱的组合结构及其安装方法
CN208396067U (zh) * 2018-06-15 2019-01-18 浙江绿筑集成科技有限公司 竖向栓焊混合拼接节点
CN113653214A (zh) * 2021-08-27 2021-11-16 江苏沪宁钢机股份有限公司 一种弧型墙板型支撑节点及其制作工艺

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11159029A (ja) * 1997-11-28 1999-06-15 Taisei Corp 耐力壁の構築方法
JP2007039939A (ja) * 2005-08-02 2007-02-15 Jfe Steel Kk 鉄骨軸組構造の低層建築物、耐力壁パネル、耐力壁パネル取付部材、耐力壁パネルの取付方法
CN102296728A (zh) * 2011-06-20 2011-12-28 南通建筑工程总承包有限公司 一种双钢板结构剪力墙及其施工方法
CN203383353U (zh) * 2013-06-03 2014-01-08 江苏沪宁钢机股份有限公司 一种桁架节点区超厚钢板墙
CN205077747U (zh) * 2015-07-31 2016-03-09 北新集团建材股份有限公司 一种异形山墙收边板及金邦板山墙收边节点
CN107842131A (zh) * 2017-11-30 2018-03-27 江苏沪宁钢机股份有限公司 一种钢板剪力墙与钢柱的组合结构及其安装方法
CN208396067U (zh) * 2018-06-15 2019-01-18 浙江绿筑集成科技有限公司 竖向栓焊混合拼接节点
CN113653214A (zh) * 2021-08-27 2021-11-16 江苏沪宁钢机股份有限公司 一种弧型墙板型支撑节点及其制作工艺

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117468610A (zh) * 2023-12-27 2024-01-30 中国建筑设计研究院有限公司 一种防屈曲箱板式围壁墙板结构及其设计方法
CN117468610B (zh) * 2023-12-27 2024-03-22 中国建筑设计研究院有限公司 一种防屈曲箱板式围壁墙板结构及其设计方法

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