Vertical axis dispersed breeze power generation cone type steel frame beam column welding auxiliary tool

Abstract

The utility model discloses a vertical axis dispersed breeze power generation cone type steel frame beam column welding auxiliary tool which comprises a first connecting piece, a second connecting piece, a first positioning rod, a second positioning rod and a supporting positioning mechanism. A first penetrating groove is formed in the bottom end of the first connecting piece, and the first connecting piece covers the upper end of a welded inclined supporting rod through the first penetrating groove; the upper end of the first connecting piece is connected with a first positioning rod and a second positioning rod through pin shafts, the first positioning rod and the second positioning rod are arranged side by side in the length direction of the first connecting piece, and the first positioning rod and the second positioning rod are equal in length and are parallel. The top ends of the first positioning rod and the second positioning rod are connected with the second connecting piece through pin shafts so that the first connecting piece, the second connecting piece, the first positioning rod and the second positioning rod can form a parallelogram structure. The welding device is simple in structure, convenient to use and capable of improving the welding efficiency and quality of the vertical axis dispersed breeze power generation cone type steel frame beam column.

Description

Technical Field

[0001] The utility model relates to the field of truss tower installation, in particular to a vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling. Background Art

[0002] In the current development of wind turbines, horizontal blades are generally used in order to pursue high power generation and achieve a better return on investment. However, in plain areas with low wind speed and high shear, the existing horizontal blades are no longer suitable and have no advantages. The use of new vertical blades can increase the swept area and improve the power generation of the unit, but it needs to be used in conjunction with a high tower, and the larger the blade, the higher the tower needs to be erected.

[0003] At present, the high tower used in the vertical-axis blade wind turbine generator set is usually a truss structure, such as the truss tower structure disclosed in Patent No. CN202222203005.7; when installing it, it is necessary to weld longitudinal parallel diagonal braces between the four vertical rod structures to enhance the supporting structural strength of the truss structure. When welding the diagonal braces, one construction worker is often required to hand-hold the positioning of the diagonal braces to be welded, and the other construction worker holds the welding cap and welding gun to perform the diagonal brace welding operation; this operation requires two people to cooperate to complete, which increases the labor cost when installing the truss structure. At the same time, the hand-held positioning operation has low accuracy and cannot ensure the parallelism between the diagonal braces to be welded and the already welded diagonal braces, thereby affecting the structural strength of the truss structure; therefore, it is necessary to study a vertical-axis dispersed micro-wind power generation conical steel frame beam-column welding auxiliary tooling to solve the above problems. Utility Model Content

[0004] The utility model aims to solve the above problems and provide a simple-structured and easy-to-use auxiliary tool for welding vertical-axis dispersed micro-wind power generation cone-type steel frame beams and columns.

[0005] In order to achieve the above purpose, the technical solution of the utility model is:

[0006] A vertical axis dispersed micro wind power generation conical steel frame beam column welding auxiliary tooling, including a first connecting piece for connecting to a welded diagonal brace, a second connecting piece for connecting to a diagonal brace to be welded, a first positioning rod and a second positioning rod for connecting the first connecting piece and the second connecting piece and ensuring that the two are parallel, and a support positioning mechanism for ensuring the structural stability of the welding auxiliary tooling, a first through groove is provided at the bottom end of the first connecting piece and is covered on the upper end of the welded diagonal brace through the first through groove, a pin shaft at the upper end of the first connecting piece connects the first positioning rod and the second positioning rod, the first positioning rod and the second positioning rod are arranged side by side along the length direction of the first connecting piece, the first positioning rod and the second positioning rod are of equal length and remain parallel to each other, the top ends of the first positioning rod and the second positioning rod are connected to the pin shaft of the second connecting piece so that a parallelogram structure is formed between the first connecting piece, the second connecting piece, the first positioning rod and the second positioning rod, and the middle parts of the first positioning rod and the second positioning rod are connected to the support positioning mechanism and connected to the vertical rod of the truss tower through the support positioning mechanism.

[0007] Furthermore, the second connecting member includes a first support member and a second support member, the first support member and the second support member are both arranged in a rectangular column shape, the first support member is arranged at the bottom end of the second support member, the bottom end of the first support member is connected to the first positioning rod and the second positioning rod pin shaft, the top end of the first support member is in contact with the second support member, and the top end of the second support member is provided with a second through groove and is embedded in the outer side of the outer peripheral surface of the bottom end of the diagonal support rod to be welded through the second through groove; a bending assembly is provided on one side of the first support member and the second support member, and the relative supporting state of the first support member and the second support member is controlled by the bending assembly.

[0008] Furthermore, the bending assembly includes a first fixed shell, a second fixed shell, and a movable positioning plate; the top end of the first support member and the bottom end of the second support member are both arc convex structures, and the bottom end of the second support member abuts against the top end of the first support member under the action of gravity; the first fixed shell is fixedly connected to one side of the first support member, the second fixed shell is located above the first fixed member, and the second fixed member is fixedly connected to one side of the second support member, and the opposite surfaces of the first fixed shell and the second fixed shell and one side of the first fixed shell and the second fixed shell are all opened; the movable positioning plate is opened from the first fixed shell and the second fixed shell The opening position on one side is inserted into the area surrounded by the first fixed shell and the second fixed shell; when the movable positioning plate is inserted into the first fixed shell and the second fixed shell, the first support member and the second support member remain flush, and the bottom end of the second support member abuts against the top end of the first support member under the action of gravity; when the movable positioning plate is pulled out of the first fixed shell and the second fixed shell, the first support member or the second support member is pushed, so that the first support member and the second support member produce relative rotation along the arc surface of the arc protrusion and change to a relatively inclined state, so as to remove the welding auxiliary tooling from between the welded diagonal support rod and the diagonal support rod to be welded.

[0009] Furthermore, two first connecting ears are provided at the upper end of the first connecting member along the length direction of the first connecting member, and are respectively connected to the first positioning rod and the second positioning rod through the two first connecting ears; two second connecting ears are provided at the bottom end of the first supporting member along the length direction of the first supporting rod, and are respectively connected to the first positioning rod and the second positioning rod through the two second connecting ears.

[0010] Furthermore, the supporting positioning mechanism includes a fixed seat and a pipe fastener. The fixed seat is fixedly sleeved on the outer side of the middle part of the first positioning rod. The fixed seat is provided with a through hole and is slidably sleeved on the outer side of the middle part of the second positioning rod through the through hole; an angle adjustment component is provided on one side of the fixed seat and is connected to the pipe fastener through the angle adjustment component, and the pipe fastener is detachably connected to the vertical rod of the truss tower.

[0011] Furthermore, the angle adjustment assembly includes a transfer plate, a first adjustment member, and a second adjustment member. One end of the transfer plate in the length direction is fixedly connected to one side of the fixed seat. A plurality of first adjustment holes are arranged on the side wall of the bottom end of the transfer plate, and a plurality of second adjustment holes are arranged on the side wall of the upper end of the transfer plate. The plurality of first adjustment holes and the plurality of second adjustment holes are arranged at equal intervals along the length direction of the transfer plate; a first positioning hole is arranged at one end of the first adjustment member and is bolted to any first adjustment hole through the first positioning hole, a second positioning hole is arranged at one end of the second adjustment member and is bolted to any second adjustment hole through the second positioning hole, and the other ends of the first adjustment member and the second adjustment member are both connected to the pin shaft of the pipe fastener.

[0012] Furthermore, the pipe fastener includes a pin shaft, a first half ring, and a second half ring. Two third connecting ears are fixedly connected to one side of the pin shaft along the length direction of the pin shaft. The two third connecting ears are respectively connected to the end pin shafts of the first adjustment member and the second adjustment member. One end of the first half ring and the second half ring is rotatably connected to the pin shaft, and the other end of the first half ring and the second half ring is provided with a snap fastener and is detachably connected through the snap fastener.

[0013] Furthermore, two groups of welding auxiliary tooling are provided, and the two groups of welding auxiliary tooling respectively support and position the two ends of the diagonal brace to be welded.

[0014] Furthermore, the fixing seat is arranged in a rectangular column shape, and a horizontal bubble meter is arranged on the fixing seat.

[0015] Compared with the prior art, the utility model has the following advantages and positive effects:

[0016] When the utility model is used, the first connecting piece is first placed on the upper end of the welded diagonal brace, and then the supporting positioning mechanism is connected to the vertical rod of the truss tower located at one end of the welded diagonal brace, so that the entire welding auxiliary tooling is stably placed on the welded diagonal brace in a vertical state, and then the diagonal brace to be welded is placed on the top of the second connecting piece; at this time, the diagonal brace to be welded can be located above the welded diagonal brace in a parallel state, thereby realizing the precise positioning operation of the welded diagonal brace, and facilitating people to weld the diagonal brace to be welded; the whole operation process is simple and fast, and only one construction worker is needed to complete the diagonal brace welding operation of the truss structure, which reduces the labor cost of the truss tower installation operation. At the same time, it can ensure that the diagonal brace to be welded is in a parallel state with the welded diagonal brace, thereby ensuring that the structural strength of the truss structure is not affected, and effectively improving the operation quality of the truss tower installation operation. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative labor.

[0018] Figure 1 This is the installation effect diagram of the truss tower in the vertical state;

[0019] Figure 2 This is the installation effect diagram of the truss tower in the inclined state;

[0020] Figure 3 It is a schematic diagram of the structure of the utility model;

[0021] Figure 4 for Figure 3 AA cross-sectional structure diagram;

[0022] Figure 5 for Figure 3 BB cross-sectional structure diagram;

[0023] Figure 6 It is a cross-sectional structural diagram of the bending state of the bending component;

[0024] Figure 7 It is a structural diagram of the first state of the support positioning mechanism;

[0025] Figure 8 This is a structural diagram of the second state of the support and positioning mechanism. DETAILED DESCRIPTION

[0026] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work, any modifications, equivalent replacements, improvements, etc., should be included in the protection scope of the utility model.

[0027] like Figures 1 to 8 As shown, this embodiment discloses a vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling, the welding auxiliary tooling is provided with two groups and the two groups of welding auxiliary tooling respectively support and position the two ends of the diagonal brace rod 3 to be welded;

[0028] Each set of welding auxiliary tooling includes a first connecting piece 4 for connecting with the welded diagonal brace 2, a second connecting piece 5 for connecting with the diagonal brace 3 to be welded, a first positioning rod 6 and a second positioning rod 7 for connecting the first connecting piece 4 and the second connecting piece 5 and ensuring that the two are parallel, and a supporting positioning mechanism for ensuring the structural stability of the welding auxiliary tooling;

[0029] The first connecting member 4 is in the shape of a semicircular tube, and a first through groove is provided at the bottom end of the first connecting member 4 and is covered on the upper end of the welded diagonal brace 2 through the first through groove. The upper end of the first connecting member 4 is pin-connected to the first positioning rod 6 and the second positioning rod 7. The first positioning rod 6 and the second positioning rod 7 are arranged side by side along the length direction of the first connecting member 4. The first positioning rod 6 and the second positioning rod 7 are of equal length and are kept parallel to each other. The top ends of the first positioning rod 6 and the second positioning rod 7 are pin-connected to the second connecting member 5 so that a parallelogram structure is formed between the first connecting member 4, the second connecting member 5, the first positioning rod 6 and the second positioning rod 7. The middle parts of the first positioning rod 6 and the second positioning rod 7 are connected to the supporting positioning mechanism and are connected to the truss tower vertical rod 1 through the supporting positioning mechanism.

[0030] The second connecting member 5 includes a first supporting member 51 and a second supporting member 52. The first supporting member 51 and the second supporting member 52 are both arranged in a rectangular column shape. The first supporting member 51 is arranged at the bottom end of the second supporting member 52. The bottom end of the first supporting member 51 is pin-connected with the first positioning rod 6 and the second positioning rod 7. The top end of the first supporting member 51 is in contact with the bottom end of the second supporting member 52. The top end of the second supporting member 52 is provided with a second through groove 521 and is embedded in the outer side of the outer peripheral surface of the bottom end of the diagonal support rod 3 to be welded through the second through groove 521; a bending assembly is provided on one side of the first supporting member 51 and the second supporting member 52, and the relative supporting state of the first supporting member 51 and the second supporting member 52 is controlled by the bending assembly.

[0031] The bending assembly includes a first fixed shell 511, a second fixed shell 522, and a movable positioning plate 53; the top of the first support member 51 and the bottom of the second support member 52 are both arc convex structures, and the bottom of the second support member 52 abuts against the top of the first support member 51 under the action of gravity; the first fixed shell 511 is fixedly connected to one side of the first support member 51, the second fixed shell 522 is located above the first fixed member 511, and the second fixed member 522 is fixedly connected to one side of the second support member 52, and the opposite surfaces of the first fixed shell 511 and the second fixed shell 522 and one side of the first fixed shell 511 and the second fixed shell 522 are all opened; the movable positioning plate 53 is inserted into the area enclosed by the first fixed shell 511 and the second fixed shell 522 from the opening position on one side of the first fixed shell 511 and the second fixed shell 522, and the outer diameter of the movable positioning plate 53 is adapted to the inner diameter of the enclosed area;

[0032] When the movable positioning plate 53 is inserted into the first fixed housing 511 and the second fixed housing 522, the first support member 51 and the second support member 52 remain flush with each other, and the bottom end of the second support member 52 abuts against the top end of the first support member 51 under the action of gravity; Figure 5 As shown;

[0033] When the movable positioning plate 53 is pulled out from the first fixed housing 511 and the second fixed housing 522, the first support member 51 or the second support member 52 is pushed, so that the first support member 51 and the second support member 52 are relatively rotated along the arc surface of the arc protrusion and change to a relatively inclined state, so as to take the welding auxiliary tooling out from between the welded diagonal support rod 2 and the diagonal support rod 3 to be welded, as shown in FIG. Figure 6 shown.

[0034] After welding, the supporting and positioning mechanism is first disassembled, and then the welding auxiliary tooling is taken out from between the welded diagonal struts and the diagonal struts to be welded; because during welding, a part of the welded diagonal struts is embedded in the first through groove, and a part of the diagonal struts to be welded is embedded in the second through groove, it is impossible to take out the welding auxiliary tooling from between the welded diagonal struts and the diagonal struts to be welded after welding; at this time, the movable positioning plate is pulled out from the first fixed shell and the second fixed shell, so that the first support member and the second support member can be rotated around the welded diagonal struts or the diagonal struts to be welded, so that the entire tooling can be taken out conveniently and quickly, and after taking it out, the movable positioning plate is inserted into the first fixed shell and the second fixed shell again to carry out the next supporting and positioning operation.

[0035] Two first connecting ears 401 are provided at the upper end of the first connecting member 4 along the length direction of the first connecting member 4, and are respectively connected to the bottom end pins of the first positioning rod 6 and the second positioning rod 7 through the two first connecting ears 401; two second connecting ears 512 are provided at the bottom end of the first supporting member 51 along the length direction of the first supporting rod 51, and are respectively connected to the top end pins of the first positioning rod 6 and the second positioning rod 7 through the two second connecting ears 512.

[0036] In order to avoid the first connecting member and the second connecting member from loosening in the front-to-back direction, resulting in an unstable supporting structure, the compactness of the pin connection structure must be ensured when the first connecting ear and the positioning rod are pin-connected, and there should not be any tilt deviation in directions other than the pin rotation direction.

[0037] The supporting and positioning mechanism includes a fixing seat 8 and a pipe fastener 9. The fixing seat 8 is fixedly sleeved on the outer middle part of the first positioning rod 6. A through hole 82 is provided on the fixing seat 8 and is slidably sleeved on the outer middle part of the second positioning rod 7 through the through hole 82. An angle adjustment component is provided on one side of the fixing seat 8 and is connected to the pipe fastener 9 through the angle adjustment component. The pipe fastener 9 is detachably connected to the truss tower vertical rod 1.

[0038] The fixing seat 8 is arranged in a rectangular column shape, and a bubble level meter 12 is arranged on the fixing seat 8. The bubble level meter 12 can be used to determine the inclination angles of the first positioning rod and the second positioning rod, so that the support heights of the two sets of welding auxiliary tooling are kept in a consistent state.

[0039] The angle adjustment assembly includes a transfer plate 81, a first adjustment member 10, and a second adjustment member 11. One end of the transfer plate 81 in the length direction is fixedly connected to one side of the fixed seat 8. A plurality of first adjustment holes 811 are arranged on the side wall of the bottom end of the transfer plate 81, and a plurality of second adjustment holes 812 are arranged on the side wall of the upper end of the transfer plate 81. The plurality of first adjustment holes 811 and the plurality of second adjustment holes 812 are arranged at equal intervals along the length direction of the transfer plate 81; one end of the first adjustment member 10 is provided with two first positioning holes and is bolted to any first adjustment hole 811 through the first positioning holes, one end of the second adjustment member 11 is provided with two second positioning holes and is bolted to any second adjustment hole 812 through the second positioning holes, and the other ends of the first adjustment member 10 and the second adjustment member 11 are both pin-connected to the pipe fastener 9.

[0040] When connecting and installing the vertical rods of the truss tower of the vertical structure, the first adjustment member and the second adjustment member are connected to the corresponding adjustment holes at the upper and lower ends of the transfer plate. At this time, the pipe fastener is in a vertical state, which is convenient for connecting and fixing it with the vertical rods of the truss tower. Figure 1 , Figure 7As shown; when the vertical rods of the truss tower of the inclined structure are connected and installed, the first adjustment member and the second adjustment member are connected to the adjustment holes at the upper and lower ends of the transfer plate. At this time, the pipe fastener is in an inclined state, which is convenient for it to be connected and fixed with the vertical rods of the truss tower in an inclined state, such as Figure 2 , Figure 8 As shown; through this design, the supporting positioning mechanism can be applied to the vertical bars of the truss tower in the vertical state and the inclined state, and its application scope is wider, which further improves the use effect of the utility model.

[0041] Of course, the pipe fastener can also be directly connected to the fixing seat, and the pipe fastener can be directly designed to be in a fixed state or an inclined state to be connected to the corresponding truss tower vertical rod. It cannot be adjusted at any time, but its structure will be more stable.

[0042] The pipe fastener 9 includes a pin member 93, a first half ring 94, and a second half ring 95. One side of the pin member 93 is fixedly connected to two third connecting ears 91 along the length direction of the pin member 93. The two third connecting ears 91 are respectively connected to the end pins of the first adjustment member 10 and the second adjustment member 11. One end of the first half ring 94 and the second half ring 95 is rotatably connected to the pin member 93. The other end of the first half ring 94 and the second half ring 95 is provided with a snap member 92 and is detachably connected through the snap member 92.

[0043] The pin connection structure between the third connecting ear and the first adjusting member and the second adjusting member also needs to be kept compact to avoid the entire welding auxiliary tooling from tilting forward and backward; pipe fasteners of other structures can also be used to achieve the installation and fixing operation of the truss tower vertical rods.

[0044] When the utility model is used, the first connecting piece is first placed on the upper end of the welded diagonal brace, and then the supporting positioning mechanism is connected to the vertical rod of the truss tower located at one end of the welded diagonal brace, so that the entire welding auxiliary tooling is stably placed on the welded diagonal brace in a vertical state, and then the diagonal brace to be welded is placed on the top of the second connecting piece; at this time, the diagonal brace to be welded can be located above the welded diagonal brace in a parallel state, thereby realizing the precise positioning operation of the welded diagonal brace, and facilitating people to weld the diagonal brace to be welded; the whole operation process is simple and fast, and only one construction worker is needed to complete the diagonal brace welding operation of the truss structure, which reduces the labor cost of the truss tower installation operation. At the same time, it can ensure that the diagonal brace to be welded is in a parallel state with the welded diagonal brace, thereby ensuring that the structural strength of the truss structure is not affected, and effectively improving the operation quality of the truss tower installation operation.

Claims

1. A vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling, characterized by: The welding auxiliary tooling includes a first connecting piece for connecting to a welded diagonal brace, a second connecting piece for connecting to a diagonal brace to be welded, a first positioning rod and a second positioning rod for connecting the first connecting piece and the second connecting piece and ensuring that the two are parallel, and a supporting positioning mechanism for ensuring the structural stability of the welding auxiliary tooling, a first through groove is provided at the bottom end of the first connecting piece and is covered on the upper end of the welded diagonal brace through the first through groove, a pin shaft at the upper end of the first connecting piece connects the first positioning rod and the second positioning rod, the first positioning rod and the second positioning rod are arranged side by side along the length direction of the first connecting piece, the first positioning rod and the second positioning rod are of the same length and remain parallel to each other, the top ends of the first positioning rod and the second positioning rod are connected to the pin shaft of the second connecting piece so that a parallelogram structure is formed between the first connecting piece, the second connecting piece, the first positioning rod and the second positioning rod, and the middle parts of the first positioning rod and the second positioning rod are connected to the supporting positioning mechanism and are connected to the vertical rod of the truss tower through the supporting positioning mechanism.

2. The vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling according to claim 1, characterized in that: The second connecting member includes a first support member and a second support member. The first support member and the second support member are both arranged in a rectangular column shape. The first support member is arranged at the bottom end of the second support member. The bottom end of the first support member is connected to the first positioning rod and the second positioning rod pin shaft. The top end of the first support member is in contact with the second support member. The top end of the second support member is provided with a second through groove and is embedded in the outer side of the outer peripheral surface of the bottom end of the diagonal support rod to be welded through the second through groove; a bending assembly is provided on one side of the first support member and the second support member, and the relative supporting state of the first support member and the second support member is controlled by the bending assembly.

3. The vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling as claimed in claim 2, characterized in that: The bending assembly includes a first fixed shell, a second fixed shell, and a movable positioning plate; the top end of the first support member and the bottom end of the second support member are both arc convex structures, and the bottom end of the second support member abuts against the top end of the first support member under the action of gravity; the first fixed shell is fixedly connected to one side of the first support member, the second fixed shell is located above the first fixed member, and the second fixed member is fixedly connected to one side of the second support member, and the opposite surfaces of the first fixed shell and the second fixed shell and one side of the first fixed shell and the second fixed shell are all opened; the movable positioning plate is opened from one side of the first fixed shell and the second fixed shell The opening position is inserted in the area enclosed by the first fixed shell and the second fixed shell; when the movable positioning plate is inserted in the first fixed shell and the second fixed shell, the first support member and the second support member remain in a flush state, and the bottom end of the second support member abuts against the top end of the first support member under the action of gravity; when the movable positioning plate is pulled out of the first fixed shell and the second fixed shell, it pushes the first support member or the second support member, so that the first support member and the second support member produce relative rotation along the arc surface of the arc protrusion and change to a relative inclined state, so as to remove the welding auxiliary tooling from between the welded diagonal struts and the diagonal struts to be welded.

4. The vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling as claimed in claim 3, characterized in that: Two first connecting ears are provided at the upper end of the first connecting member along the length direction of the first connecting member, and are respectively connected to the first positioning rod and the second positioning rod through the two first connecting ears; two second connecting ears are provided at the bottom end of the first supporting member along the length direction of the first supporting rod, and are respectively connected to the first positioning rod and the second positioning rod through the two second connecting ears.

5. The vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling as claimed in claim 1, characterized in that: The supporting and positioning mechanism includes a fixing seat and a pipe fastener. The fixing seat is fixedly sleeved on the outer side of the middle part of the first positioning rod. The fixing seat is provided with a through hole and is slidably sleeved on the outer side of the middle part of the second positioning rod through the through hole. An angle adjustment component is provided on one side of the fixing seat and is connected to the pipe fastener through the angle adjustment component. The pipe fastener is detachably connected to the vertical rod of the truss tower.

6. The vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling as claimed in claim 5, characterized in that: The angle adjustment assembly includes a transfer plate, a first adjustment member, and a second adjustment member. One end of the transfer plate in the length direction is fixedly connected to one side of the fixing seat. A plurality of first adjustment holes are arranged on the side wall of the bottom end of the transfer plate, and a plurality of second adjustment holes are arranged on the side wall of the upper end of the transfer plate. The plurality of first adjustment holes and the plurality of second adjustment holes are arranged at equal intervals along the length direction of the transfer plate. A first positioning hole is arranged at one end of the first adjustment member and is bolted to any first adjustment hole through the first positioning hole. A second positioning hole is arranged at one end of the second adjustment member and is bolted to any second adjustment hole through the second positioning hole. The other ends of the first adjustment member and the second adjustment member are both connected to the pin shaft of the pipe fastener.

7. The vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling according to claim 6, characterized in that: The pipe fastener includes a pin shaft, a first half ring, and a second half ring. Two third connecting ears are fixedly connected to one side of the pin shaft along the length direction of the pin shaft. The two third connecting ears are respectively connected to the end pin shafts of the first adjustment member and the second adjustment member. One end of the first half ring and the second half ring is rotatably connected to the pin shaft. The other end of the first half ring and the second half ring is provided with a snap fastener and is detachably connected through the snap fastener.

8. The vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling as claimed in claim 1, characterized in that: The welding auxiliary tooling is provided with two groups, and the two groups of welding auxiliary tooling respectively support and position the two ends of the diagonal brace to be welded.

9. The vertical axis dispersed micro wind power generation cone steel frame beam column welding auxiliary tooling as claimed in claim 5, characterized in that: The fixing seat is arranged in a rectangular column shape, and a horizontal bubble meter is arranged on the fixing seat.

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