Support for welding vault storage tank reticulated shell
By designing the brackets of columns, beams, oblique braces, node plates and connectors, the misalignment deformation caused by plane support in the welding of vault storage tank mesh shells is solved, and a high-precision welding effect is achieved.
Patent Information
- Application Number
- CN202420630059.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-29
- Publication Date
- 2025-01-10
- Estimated Expiration
- 2034-03-29
AI Technical Summary
Most of the welding of existing vault storage tank mesh shells is supported by plane, which is prone to misalignment and deformation, resulting in low welding accuracy.
A bracket including columns, beams, oblique braces, node plates and connectors was designed to increase stiffness through the coordination of columns and beams, and accurately support the vault storage tank net by adjusting the height of columns and the arc-shaped design of node plates. The shell is used to accurately support the vault storage tank mesh shell using the principle of cutting circle fitting.
It improves the support force of the welding process, avoids misalignment and deformation, improves welding accuracy, and ensures that the welding quality meets the standards.
Smart Images

Figure CN222327133U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of welding of lattice shells of arched roof storage tanks, and in particular relates to a bracket for welding lattice shells of arched roof storage tanks. Background Art
[0002] The dome tank lattice shell is a cylindrical or hemispherical tank structure for storing liquids or gases. It is characterized by an arched top and downward sloping sides to ensure the stability of the gas or liquid pressure inside the tank. The lattice shell structure of the dome tank lattice shell is composed of many reinforced concrete or steel beams and columns to form an integral lattice structure. This structure has good rigidity and strength and can withstand large internal pressure. The welding of the dome tank lattice shell is a very important link in the manufacturing process of the dome tank, which is related to the safety performance and durability of the tank. During the welding process, certain welding specifications and requirements need to be followed to ensure the quality of welding. According to the tank material and welding process requirements, select the appropriate welding material. For the welding of the dome tank lattice shell, manual arc welding and automatic welding can generally be used. Parameters such as welding current, voltage, and welding speed should be reasonably set according to factors such as welding materials, electrode type, weld shape and position. At the same time, the welding parameters should be adjusted according to the actual situation. When welding the lattice shell, it should be carried out in a top-to-bottom and left-to-right order. This can ensure that the welding stress during the welding process is effectively released and avoid welding deformation. After welding is completed, the weld should be inspected by appearance inspection, non-destructive testing and other quality inspections to ensure that the weld quality meets the relevant standards and design requirements. After welding is completed, the weld should be cleaned, rust-proofed, and anti-corrosion treated to ensure the long-term stability and durability of the weld.
[0003] The existing welding of the lattice shell of the vaulted storage tank is mostly supported by a plane, which is prone to misalignment and deformation, resulting in low welding accuracy. Utility Model Content
[0004] In view of this, the utility model provides a bracket for welding the lattice shell of a vaulted storage tank, which can solve the problem that the existing welding of the lattice shell of a vaulted storage tank is mostly supported by a plane, which is prone to misalignment and deformation, resulting in low welding accuracy.
[0005] The utility model is achieved in this way:
[0006] The utility model provides a support for welding a lattice shell of a vaulted storage tank, which includes a column, a beam, a diagonal brace, a node plate and a connecting piece. The column is a plurality of columns, and the beam is welded between the columns. The column and the beam cooperate with each other to support the lattice shell of the vaulted storage tank. The diagonal brace is fixed between the column and the beam, and the diagonal brace is used to increase the rigidity of the support member composed of the column and the beam.
[0007] The node plates include a plurality of nodes, which are movably arranged on the top of the column through the connecting piece and are used to contact the bottom of the component when the vault tank grid shell is welded to provide support for the vault tank grid shell welding process.
[0008] The technical effects of a support for welding a lattice shell of a vaulted storage tank provided by the utility model are as follows: by arranging the upright columns, the welding process of the lattice shell of the vaulted storage tank is supported; by arranging the cross beams and the diagonal braces, the upright columns are fixed without deformation, thereby improving the supporting force of the upright columns; by arranging the upright columns, the node plates and the connecting pieces, the problem that the existing welding of the lattice shell of the vaulted storage tank is mostly supported by a plane, which is prone to misalignment and deformation, resulting in low welding precision, can be solved.
[0009] On the basis of the above technical solution, the utility model of a vault storage tank lattice shell welding bracket can also be improved as follows:
[0010] Wherein, the column includes a fixed end and an adjustable end, the top of the fixed end and the bottom of the adjustable end are welded and fixed; a plurality of beams are arranged in the middle of the fixed end, and a plurality of beams are arranged at the bottom of the adjustable end.
[0011] Furthermore, the adjustment end includes a telescopic inner rod, a telescopic outer rod and a fastener, the telescopic inner rod is sleeved inside the telescopic outer rod, the telescopic inner rod and the telescopic outer rod are movably connected via the fastener, and the telescopic inner rod is telescoped in the telescopic outer rod to adjust the height of the column.
[0012] Furthermore, the snap-fitting part includes a snap-fitting groove and a fixing block, the snap-fitting groove is a through hole arranged on the side wall of the telescopic outer rod, and the through hole is circular; the fixing block is a wedge-shaped block arranged on the side wall of the telescopic inner rod, the volume of the wedge-shaped block is larger than the volume of the through hole, and the fixing block is pressurized and fixed in the snap-fitting groove to fix the telescopic inner rod at a specified position of the telescopic outer rod.
[0013] Furthermore, the wedge block is made of hard rubber and is used to adjust the height of the telescopic inner rod in the telescopic outer rod by adjusting the position of the wedge block in the buckle groove.
[0014] Furthermore, there are multiple snap grooves, and the spacing between adjacent snap grooves is 2-4 cm, which is used to adapt the curvature formed by the top of the telescopic inner rod to the curvature of the vault tank lattice shell.
[0015] Furthermore, the side cross-section of the column is the shape of the central axis cross-section of the vault tank grid shell, which is used to provide precise support for the welding process of the vault tank grid shell.
[0016] Furthermore, the node plate is an arc-shaped plate, the arc angle of the arc-shaped plate is 10-30°, and the size of the arc-shaped plate is smaller than 1 / 20 of the length of the vault tank lattice shell, and is used to accurately support the vault tank lattice shell through the principle of fitting by the circle cutting method.
[0017] The circle cutting method is a curve fitting method based on geometric figures and mathematical calculations. This method is mainly used to solve practical problems, such as in the fields of geography, meteorology, finance, etc., where data analysis and prediction are required. The basic idea of the circle cutting method is to divide a circle into several small sectors, and then splice these small sectors together to obtain a curve that is closer to the original data. By adjusting the radius and angle of the sector, the shape and accuracy of the fitting curve can be controlled.
[0018] Furthermore, the connecting member includes a rotating rod and a fixed rod, the fixed rod is fixed on the top of the telescopic inner rod, the rotating rod is sleeved inside the fixed rod, and both ends are fixedly connected to the node plate. The rotating rod rotates inside the fixed rod to drive the node plate to rotate on the top of the telescopic inner rod.
[0019] Furthermore, the rotation axis of the node plate is parallel to the plane on which the bottom of the column is fixed.
[0020] Compared with the prior art, the utility model provides a bracket for welding the lattice shell of a vaulted storage tank, which has the following beneficial effects: by arranging the upright columns, the welding process of the lattice shell of the vaulted storage tank is supported; by arranging the cross beams and the diagonal braces, the upright columns are fixed without deformation, thereby improving the supporting force of the upright columns; by arranging the upright columns, the node plates and the connecting pieces, the problem that the existing welding of the lattice shell of the vaulted storage tank is mostly supported by a plane, which is prone to misalignment and deformation, resulting in low welding precision, can be solved. BRIEF DESCRIPTION OF THE DRAWINGS
[0021] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for use in the description of the embodiments of the utility model will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.
[0022] Figure 1 It is a structural schematic diagram of a bracket for welding the lattice shell of a vault storage tank;
[0023] Figure 2 It is a schematic diagram of the cross-sectional structure of the adjustment end of the column;
[0024] Figure 3 It is a schematic diagram of the front structure of the adjustment end of the column;
[0025] In the accompanying drawings, the components represented by the reference numerals are listed as follows:
[0026] 10. Column; 11. Telescopic inner rod; 12. Telescopic outer rod; 13. Fastener; 20. Crossbeam; 30. Diagonal brace; 40. Node plate; 50. Connector. DETAILED DESCRIPTION
[0027] In order to make the purpose, technical solution and advantages of the implementation mode of the present invention clearer, the technical solution in the implementation mode of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the implementation mode of the present invention.
[0028] like Figure 1-3 As shown, it is a structural schematic diagram of a support for welding a lattice shell of a vaulted storage tank provided by the utility model, in which the support includes a column 10, a cross beam 20, a diagonal brace 30, a node plate 40 and a connecting piece 50, there are multiple columns 10, the cross beam 20 is welded between the columns 10, the columns 10 and the cross beam 20 cooperate with each other to support the lattice shell of the vaulted storage tank; a diagonal brace 30 is fixed between the columns 10 and the cross beam 20, and the diagonal brace 30 is used to increase the rigidity of the support member composed of the columns 10 and the cross beam 20;
[0029] The node plates 40 include a plurality of nodes, which are movably arranged on the top of the column 10 through the connecting piece 50, and are used to contact the bottom of the assembly when the lattice shell of the vault storage tank is welded to provide support for the welding process of the lattice shell of the vault storage tank.
[0030] Among them, in the above technical solution, the column 10 includes a fixed end and an adjustable end, the top of the fixed end and the bottom of the adjustable end are welded and fixed; a plurality of beams 20 are arranged in the middle position of the fixed end, and a plurality of beams 20 are arranged at the bottom of the adjustable end.
[0031] Furthermore, in the above technical solution, the adjustment end includes a telescopic inner rod 11, a telescopic outer rod 12 and a fastener 13. The telescopic inner rod 11 is sleeved inside the telescopic outer rod 12. The telescopic inner rod 11 and the telescopic outer rod 12 are movably connected by the fastener 13. The telescopic inner rod 11 is telescoped in the telescopic outer rod 12 to adjust the height of the column 10.
[0032] Furthermore, in the above technical solution, the snap fastener 13 includes a snap fastener groove and a fixing block. The snap fastener groove is a through hole arranged on the side wall of the telescopic outer rod 12, and the through hole is circular; the fixing block is a wedge-shaped block arranged on the side wall of the telescopic inner rod 11, and the volume of the wedge-shaped block is larger than the volume of the through hole. The fixing block is pressurized and fixed in the snap fastener groove to fix the telescopic inner rod 11 at a specified position of the telescopic outer rod 12.
[0033] Furthermore, in the above technical solution, the wedge block is made of hard rubber and is used to adjust the height of the telescopic inner rod 11 in the telescopic outer rod 12 by adjusting the position of the wedge block in the buckle groove.
[0034] Furthermore, in the above technical solution, there are multiple snap grooves, and the spacing between adjacent snap grooves is 2-4 cm, which is used to adapt the curvature formed at the top of the telescopic inner rod 11 to the curvature of the dome tank lattice shell.
[0035] Furthermore, in the above technical solution, the side cross-section of the column 10 is the shape of the central axis cross-section of the dome tank lattice shell, which is used to provide precise support for the welding process of the dome tank lattice shell.
[0036] Furthermore, in the above technical solution, the node plate 40 is an arc-shaped plate with an arc angle of 10-30°. The size of the arc-shaped plate is smaller than 1 / 20 of the length of the vault tank lattice shell, and is used to accurately support the vault tank lattice shell by the principle of fitting by the circle cutting method.
[0037] Furthermore, in the above technical solution, the connecting member 50 includes a rotating rod and a fixed rod, the fixed rod is fixed at the top of the telescopic inner rod 11, the rotating rod is sleeved inside the fixed rod, and both ends are fixedly connected to the node plate 40, and the rotating rod rotates inside the fixed rod to drive the node plate 40 to rotate at the top of the telescopic inner rod 11.
[0038] When in use, the crossbeam 20 is fixed on the side wall of the column 10, and a diagonal brace 30 is welded between them to support the support platform for the welding process of the vault tank lattice shell. The wedge block is manually squeezed to allow the telescopic inner rod 11 to slide in the telescopic outer rod 12. After adjusting to a suitable position, the telescopic inner rod 11 is fixed to a suitable position of the telescopic outer rod 12 by fixing the wedge block inside the buckle groove, and fixed to the bottom of the vault tank lattice shell, and the vault tank lattice shell is welded.
[0039] Furthermore, in the above technical solution, the rotation axis of the node plate 40 is parallel to the fixed plane of the bottom of the column 10 .
[0040] Embodiment 1:
[0041] It includes columns 10, beams 20, diagonal braces 30, node plates 40 and connectors 50. There are multiple columns 10, and the beams 20 are welded between the columns 10. The columns 10 and the beams 20 cooperate with each other to support the grid shell of the vault storage tank. The columns 10 are cylindrical structures, and through holes are opened on the side walls of the columns 10. The beams 20 pass through the through holes and are welded and fixed to the columns 10. Diagonal braces 30 are fixed between the columns 10 and the beams 20, and the diagonal braces 30 are used to increase the rigidity of the supporting member composed of the columns 10 and the beams 20. There are multiple node plates 40, which are movably arranged on the top of the columns 10 through the connectors 50, and are used to contact the bottom of the components when the grid shell of the vault storage tank is welded to provide support for the welding process of the grid shell of the vault storage tank.
[0042] Embodiment 2:
[0043] The utility model comprises a column 10, a cross beam 20, a diagonal brace 30, a node plate 40 and a connecting piece 50. There are multiple columns 10, and the cross beam 20 is welded between the columns 10. The columns 10 and the cross beam 20 cooperate with each other to support the grid shell of the vault storage tank. The column 10 is a square structure. The cross beam 20 has the same size as the column 10 and is welded and fixed to the side wall of the cross beam 20. A diagonal brace 30 is fixed between the column 10 and the cross beam 20, and the diagonal brace 30 is used to increase the rigidity of the supporting member composed of the column 10 and the cross beam 20. There are multiple node plates 40, which are movably arranged on the top of the column 10 through the connecting piece 50, and are used to contact with the bottom of the component when the grid shell of the vault storage tank is welded to provide support for the welding process of the grid shell of the vault storage tank.
[0044] Embodiment three:
[0045] It includes columns 10, beams 20, diagonal braces 30, node plates 40 and connectors 50. There are multiple columns 10, and the beams 20 are welded between the columns 10. The columns 10 and the beams 20 cooperate with each other to support the grid shell of the vaulted tank. The columns 10 are polygonal structures. The beams 20 have the same side dimensions as the columns 10 and are welded and fixed to the side walls of the beams 20. Diagonal braces 30 are fixed between the columns 10 and the beams 20, and the diagonal braces 30 are used to increase the rigidity of the supporting member composed of the columns 10 and the beams 20. There are multiple node plates 40, which are movably arranged on the top of the columns 10 through the connectors 50, and are used to contact the bottom of the components when the grid shell of the vaulted tank is welded to provide support for the welding process of the grid shell of the vaulted tank.
[0046] Specifically, the principle of the utility model is: when in use, the crossbeam 20 is fixed on the side wall of the column 10, and the diagonal brace 30 is welded therebetween to support the support platform for the welding process of the vault tank lattice shell, and the wedge block is manually squeezed so that the telescopic inner rod 11 can slide in the telescopic outer rod 12. After adjusting to a suitable position, the telescopic inner rod 11 is fixed to a suitable position of the telescopic outer rod 12 by fixing the wedge block inside the buckle groove, and fixed to the bottom of the vault tank lattice shell, and the vault tank lattice shell is welded.
Claims
1. A bracket for welding a lattice shell of a vaulted tank, characterized in that: The invention comprises a column (10), a cross beam (20), a diagonal brace (30), a node plate (40) and a connecting piece (50), wherein the column (10) is a plurality of columns, the cross beam (20) is welded between the columns (10), the column (10) and the cross beam (20) cooperate with each other and are used to support the lattice shell of the vault storage tank; the diagonal brace (30) is fixed between the column (10) and the cross beam (20), and the diagonal brace (30) is used to increase the rigidity of the supporting piece composed of the column (10) and the cross beam (20); The node plates (40) include a plurality of nodes, which are movably arranged on the top of the column (10) through the connecting member (50) and are used to contact the bottom of the assembly when the vault tank lattice shell is welded to provide support for the vault tank lattice shell welding process.
2. A bracket for welding a lattice shell of a dome storage tank according to claim 1, characterized in that: The column (10) comprises a fixed end and an adjustable end, the top of the fixed end and the bottom of the adjustable end being welded and fixed; a plurality of cross beams (20) are arranged in the middle of the fixed end, and a plurality of cross beams (20) are arranged at the bottom of the adjustable end.
3. A bracket for welding a lattice shell of a dome tank according to claim 2, characterized in that: The adjustment end comprises a telescopic inner rod (11), a telescopic outer rod (12) and a buckle (13); the telescopic inner rod (11) is sleeved inside the telescopic outer rod (12); the telescopic inner rod (11) and the telescopic outer rod (12) are movably connected via the buckle (13); the telescopic inner rod (11) is telescopic in the telescopic outer rod (12) to adjust the height of the column (10).
4. A bracket for welding a lattice shell of a dome tank according to claim 3, characterized in that: The buckle member (13) comprises a buckle slot and a fixing block, wherein the buckle slot is a through hole arranged on the side wall of the telescopic outer rod (12), and the through hole is circular; the fixing block is a wedge-shaped block arranged on the side wall of the telescopic inner rod (11), and the volume of the wedge-shaped block is larger than the volume of the through hole. The fixing block is pressurized and fixed in the buckle slot to fix the telescopic inner rod (11) at a specified position of the telescopic outer rod (12).
5. A bracket for welding a lattice shell of a dome tank according to claim 4, characterized in that: The wedge-shaped block is made of hard rubber and is used to adjust the height of the telescopic inner rod (11) in the telescopic outer rod (12) by adjusting the position of the wedge-shaped block in the buckle slot.
6. A bracket for welding a lattice shell of a dome storage tank according to claim 5, characterized in that: There are a plurality of snap-fit grooves, and the spacing between adjacent snap-fit grooves is 2-4 cm, so as to adapt the curvature formed at the top of the telescopic inner rod (11) to the curvature of the lattice shell of the arched tank.
7. A bracket for welding a lattice shell of a dome storage tank according to claim 6, characterized in that: The side section of the column (10) is the shape of the central axis cross-section of the dome tank lattice shell, and is used to provide precise support for the welding process of the dome tank lattice shell.
8. A bracket for welding a lattice shell of a dome tank according to claim 7, characterized in that: The node plate (40) is an arc-shaped plate, the arc angle of the arc-shaped plate is 10-30 degrees, the size of the arc-shaped plate is less than 1 / 20 of the length of the vault tank lattice shell, and is used to accurately support the vault tank lattice shell through the principle of circle cutting method fitting.
9. A bracket for welding a lattice shell of a dome storage tank according to claim 8, characterized in that: The connecting member (50) comprises a rotating rod and a fixed rod, wherein the fixed rod is fixed to the top of the telescopic inner rod (11), the rotating rod is sleeved inside the fixed rod, and both ends of the rotating rod are fixedly connected to the node plate (40), and the rotating rod rotates inside the fixed rod to drive the node plate (40) to rotate on the top of the telescopic inner rod (11).
10. A bracket for welding a lattice shell of a dome storage tank according to claim 9, characterized in that: The rotation axis of the node plate (40) is parallel to a plane on which the bottom of the column (10) is fixed.