Cross-shaped steel column and processing technology thereof
Patent Information
- Application Number
- CN202411227264.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-03
- Publication Date
- 2026-09-15
- Estimated Expiration
- 2044-09-03
AI Technical Summary
[0003]目前的十字钢骨柱主要由一块H型钢与焊接在H型钢两侧壁上的T型钢构成,且十字钢骨柱的端部平滑,该种结构的十字钢骨架的加工工艺流程为:切割下料、坡口加工、H型钢的组立、T型钢的组立、H型钢以及T型钢的矫正、十字主组立、十字钢骨柱的焊接拼装,在上述加工工艺下虽然能够实现十字钢骨柱的焊接加工,但是一方面在十字柱组立过程中上述工艺主要是通过在T型钢与H型钢边缘处每隔0.5m焊接一根加强筋,从而来确保T型钢与H型钢在焊接时连接强度,避免T型钢与H型钢在焊接时的弯曲变形,在焊接后上述加强筋需要通过切割的方式去除,由于焊接以及拆卸加强筋过程较为繁琐,从而导致十字柱的整个加工耗时较长,加工效率较为低下,另一方面在将相邻两个十字柱拼装成十字钢骨柱时,由于相邻两个十字柱之间端部没有可靠的结构,导致相邻连个十字柱在相互对齐焊接时容易发生错位,从而导致十字钢骨柱最终的加工质量较差
本发明一方面借助快拆加固机构来实现T型钢与H型钢在焊接时的支撑固定,在避免T型钢与H型钢在焊接时发生过度变形的同时也方便对快拆加固机构进行快速拆卸,避免反复焊接以及切割的繁琐操作,使得十字钢骨柱的整个加工耗时大大缩短,加工效率得到提升,同时配合定位插块以及定位插槽来实现相邻两个十字柱在焊接拼装时的可靠限位,避免了相邻两个十字柱在焊接时的相互错位,使得十字钢骨柱最终的加工质量得到提升。
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Figure CN119077296B_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of cross steel column technology, and more particularly to a cross steel column and its processing technology. Background Technology
[0002] Cross-shaped steel columns are a common structural component used to support and reinforce buildings. They are primarily used for structural support and reinforcement in industrial plants, commercial buildings, and large public buildings. Cross-shaped steel columns can withstand vertical loads and provide good bending and torsional resistance through their intersecting structural form.
[0003] The current cross-shaped steel frame mainly consists of an H-beam and T-beams welded to the two side walls of the H-beam. The ends of the cross-shaped steel frame are smooth. The processing flow of this type of cross-shaped steel frame is as follows: cutting and blanking, beveling, assembling the H-beam, assembling the T-beam, straightening the H-beam and T-beam, main cross assembly, and welding and assembling the cross-shaped steel frame. Although the above processing flow can achieve the welding of the cross-shaped steel frame, on the one hand, during the assembly of the cross-shaped column, the above process mainly involves welding a reinforcing rib every 0.5m at the edges of the T-beam and H-beam. This ensures the connection strength of the T-beams and H-beams during welding and prevents bending deformation. After welding, the reinforcing ribs need to be removed by cutting. The welding and disassembly of the reinforcing ribs are cumbersome, resulting in a long processing time and low efficiency for the entire cross column. On the other hand, when assembling two adjacent cross columns into a cross steel frame column, the lack of a reliable structure at the ends of the two adjacent cross columns makes it easy for misalignment to occur when the two adjacent cross columns are aligned and welded, resulting in poor final processing quality of the cross steel frame column. Summary of the Invention
[0004] The purpose of this invention is to provide a cross-shaped steel column and its processing technology in order to solve the above-mentioned problems.
[0005] The present invention achieves the above objectives through the following technical solutions: A cross-shaped steel frame column and its processing technology are disclosed. The cross-shaped steel frame column is composed of an H-beam and T-beams welded to the upper and lower sides of the H-beam. Positioning blocks are welded and fixed to one end of the H-beam and the two T-beams, and positioning grooves matching the positioning blocks are formed at the other ends of the H-beam and the two T-beams. A quick-release reinforcement mechanism for reinforcing and supporting the T-beams during welding is also installed on the outer side of the H-beam. The specific processing steps of the cross-shaped steel frame column are as follows: Step 1: Cutting and blanking. Select suitable steel and cut it into webs and flanges of the corresponding dimensions according to the drawing requirements. Step 2: Beveling. A V-shaped welding bevel is made in the middle of the flange welding surface, and V-shaped platforms corresponding to the V-shaped bevel on the flange are made on both sides of the web. Step 3: Assemble the H-beams by placing the web and flanges on a welding machine and performing automatic welding using a gantry submerged arc welder. Step 4: T-shaped assembly. After assembling the H-beam, split it in half along the middle of the web to obtain the T-beam. Step 5: Straightening process. Straighten the assembled H-beams and T-beams to ensure that the overall structure of the H-beams and T-beams is flat and vertical, without any bending. Step 6: Assemble the cross column. First, lay the assembled H-beam flat and make a welding bevel in the middle of the web of the H-beam. Then, align the edge of the web of the T-beam with the welding bevel on the H-beam. At the same time, use a quick-release reinforcement mechanism to clamp and support the T-beam. Then weld the T-beam to the H-beam. After one T-beam is welded, remove the quick-release reinforcement mechanism. At the same time, flip the H-beam. Then, simply repeat the above welding operation to complete the assembly of the cross column. Step 7: Welding and assembling the cross steel columns. After the cross columns are welded and formed, the positioning blocks and positioning slots are used to achieve reliable assembly of two adjacent cross columns. Then, the connecting parts of the two adjacent cross columns are completely welded to complete the assembly and fixation of the cross steel columns.
[0006] Furthermore, the quick-release reinforcement mechanism includes a guide rail with a groove at the bottom, a bidirectional threaded rod installed in the guide rail, two clamping plates symmetrically installed on the bidirectional threaded rod at two sections with oppositely spiraling threads, connecting rods symmetrically installed on both sides of the bottom end of the guide rail, an L-shaped plate installed at the bottom end of each connecting rod, a hook plate slidably installed on one side of the bottom end of the L-shaped plate, a linkage block welded to one side wall of the hook plate, and a T-shaped adjusting bolt installed on the L-shaped plate and passing through the linkage block. When welding and assembling T-shaped steel and H-shaped steel, the T-shaped steel is first placed on the H-shaped steel, and then the hook plate clamps the two sides of the flange of the T-shaped steel under the action of the H-shaped steel. Then the hook plate is fixed to the bottom end of the web of the H-shaped steel, thereby realizing the reinforcement and support of the T-shaped steel when welding and assembling the H-shaped steel.
[0007] Furthermore, both ends of the bidirectional threaded rod are rotatably connected to the guide rail, and one end of the bidirectional threaded rod has a cross-shaped rotating head. This design allows for convenient rotational adjustment of the bidirectional threaded rod.
[0008] Furthermore, the top end of the connecting rod is hinged to the guide rail, and the bottom end of the connecting rod is hinged to the L-shaped plate. Under the action of the connecting rod, the guide rail and the L-shaped plate can be connected as one unit.
[0009] Furthermore, the T-shaped adjusting bolt is rotatably connected to the L-shaped plate, and the T-shaped adjusting bolt is threadedly connected to the linkage block. Rotating the T-shaped adjusting bolt can adjust the height of the hook plate to reliably tighten the hook plate against the bottom end of the upper flange of the H-beam.
[0010] Furthermore, in step 1, before cutting the steel, it is necessary to remove the impurities on the surface of the steel by wiping and cleaning. This design can effectively avoid the impurities on the surface of the steel from adversely affecting the welding quality during welding.
[0011] Furthermore, in step 3, when assembling the H-beams, the groove weld should first be made with CO2 gas shielded welding for the root pass and then with submerged arc welding for the cover pass. This design can effectively avoid damage defects at the welds on the H-beams in the weld transfer layer.
[0012] Furthermore, in step 4, when assembling the T-beams, an appropriate welding allowance should be reserved in the height direction of the H-beams used for cutting. This design can effectively avoid excessive deformation of the T-beams after welding them onto the H-beams.
[0013] Furthermore, in step 2, a flame cutting machine should be used to cut the bevel, and the oxides on the bevel surface and edge should be cleaned in time after cutting. This design can effectively ensure that the weld width and thickness at the bevel are uniform after welding.
[0014] Furthermore, in step 5, the straightening process of H-beams and T-beams mainly adopts a straightening method that combines mechanical pressure roller straightening with flame straightening, which can effectively ensure the stability of the overall structure of H-beams and T-beams and avoid complete deformation.
[0015] The beneficial effects of this invention are as follows: This invention utilizes a quick-release reinforcement mechanism to support and fix T-shaped steel and H-shaped steel during welding. This avoids excessive deformation of the T-shaped steel and H-shaped steel during welding and also facilitates quick disassembly of the quick-release reinforcement mechanism, avoiding the tedious operations of repeated welding and cutting. This significantly shortens the overall processing time of the cross steel column and improves processing efficiency. At the same time, the invention, in conjunction with positioning blocks and positioning slots, ensures reliable positioning of adjacent cross columns during welding assembly, preventing misalignment between adjacent cross columns during welding and thus improving the final processing quality of the cross steel column. Attached Figure Description
[0016] Figure 1 This is a schematic diagram of the structure of a cross-shaped steel column and its processing technology according to the present invention. Figure 2This is a rear view of the cross-shaped steel column and its processing technology as described in this invention. Figure 3 This is a cross-sectional view of a cross-shaped steel column and the quick-release reinforcement mechanism used in its processing according to the present invention. Figure 4 This is a process flow diagram of a cross-shaped steel column and its processing technology according to the present invention.
[0017] The reference numerals in the attached figures are explained as follows: 1. H-beam; 2. Positioning block; 3. T-beam; 4. Quick-release reinforcement mechanism; 401. Guide rail; 402. Clamping plate; 403. L-beam; 404. T-type adjusting bolt; 405. Linkage block; 406. Hook plate; 407. Connecting rod; 408. Two-way threaded rod; 5. Positioning slot. Detailed Implementation
[0018] A cross-shaped steel column and its processing technology are disclosed. The cross-shaped steel column consists of an H-beam 1 and T-beams 3 welded to the upper and lower sides of the H-beam 1. Positioning blocks 2 are welded and fixed to one end of the H-beam 1 and the two T-beams 3. Positioning grooves matching the positioning blocks 2 are formed at the other ends of the H-beam 1 and the two T-beams 3. A quick-release reinforcement mechanism 4 is also installed on the outside of the H-beam 1 for reinforcing and supporting the T-beams 3 during welding. The specific processing steps of the cross-shaped steel column are as follows: Step 1: Cutting and blanking. Select suitable steel and cut it into webs and flanges of the corresponding dimensions according to the drawing requirements. Step 2: Beveling. A V-shaped welding bevel is made in the middle of the flange welding surface, and V-shaped platforms corresponding to the V-shaped bevel on the flange are made on both sides of the web. Step 3: Assemble H-beam 1 by placing the web and flanges on a welding machine and performing automatic welding using a gantry submerged arc welder; Step 4: T-shaped assembly. After assembling the H-beam 1, divide it in half from the middle of the web to obtain the T-beam 3. Step 5: Straightening process. Straighten the assembled H-beam 1 and T-beam 3 to ensure that the overall structure of H-beam 1 and T-beam 3 is flat and vertical, and there is no bending. Step 6: Assemble the cross column. First, lay the assembled H-beam 1 flat and make a welding bevel in the middle of the web of the H-beam 1. Then, align the edge of the web of the T-beam 3 with the welding bevel on the H-beam 1. At the same time, use the quick-release reinforcement mechanism 4 to clamp and support the T-beam 3. Then weld the T-beam 3 to the H-beam 1. After one T-beam 3 is welded, remove the quick-release reinforcement mechanism 4. At the same time, flip the H-beam 1. Then, simply repeat the above welding operation to complete the assembly of the cross column. Step 7: Welding and assembling of the cross steel columns. After the cross columns are welded and formed, the positioning blocks 2 and positioning slots 5 are used to achieve reliable assembly of two adjacent cross columns. Then, the connecting parts of the two adjacent cross columns are completely welded to complete the assembly and fixation of the cross steel columns.
[0019] In this embodiment, the quick-release reinforcement mechanism 4 includes a guide rail 401 with a groove at the bottom, a bidirectional threaded rod 408 installed in the guide rail 401, two clamping plates 402 symmetrically installed on the bidirectional threaded rod 408 at two sections of oppositely threaded portions, connecting rods 407 symmetrically installed on both sides of the bottom end of the guide rail 401, an L-shaped plate 403 installed at the bottom end of each connecting rod 407, a hook plate 406 slidably installed on one side of the bottom end of the L-shaped plate 403, and welded to the... The linkage block 405 on one side wall of the hook plate 406 and the T-shaped adjusting bolt 404 installed on the L-shaped plate 403 and passing through the linkage block 405 are used to weld and assemble the T-shaped steel 3 and the H-shaped steel 1. First, the T-shaped steel 3 is placed on the H-shaped steel 1. Then, under the action of the hook plate 406, the two sides of the flange of the T-shaped steel 3 are clamped. Then, the hook plate 406 is fixed to the bottom end of the web of the H-shaped steel 1, thereby realizing the reinforcement and support of the T-shaped steel 3 when the H-shaped steel 1 is welded and assembled.
[0020] In this embodiment, both ends of the bidirectional threaded rod 408 are rotatably connected to the guide rail 401, and one end of the bidirectional threaded rod 408 has a cross-shaped rotating head. This design allows for convenient rotational adjustment of the bidirectional threaded rod 408.
[0021] In this embodiment, the top end of the connecting rod 407 is hinged to the guide rail 401, and the bottom end of the connecting rod 407 is hinged to the L-shaped plate 403. Under the action of the connecting rod 407, the guide rail 401 and the L-shaped plate 403 can be connected into one piece.
[0022] In this embodiment, the T-shaped adjusting bolt 404 is rotatably connected to the L-shaped plate 403, and the T-shaped adjusting bolt 404 is threadedly connected to the linkage block 405. Rotating the T-shaped adjusting bolt 404 can adjust the height of the hook plate 406 to achieve reliable clamping of the hook plate 406 to the bottom end of the upper flange of the H-beam 1.
[0023] In this embodiment, in step 1, before cutting the steel, it is necessary to remove the impurities on the surface of the steel by wiping and cleaning. This design can effectively avoid the impurities on the surface of the steel from having an adverse effect on the welding quality during welding.
[0024] In this embodiment, when assembling the H-beam 1 in step 3, the groove weld should first be made with CO2 gas shielded welding for the root pass and then with submerged arc welding for the cover pass. This design can effectively avoid damage defects at the welds on the H-beam 1 in the weld transfer layer.
[0025] In this embodiment, when assembling the T-shaped steel 3 in step 4, an appropriate welding allowance should be reserved in the height direction of the H-shaped steel 1 used for cutting. This design can effectively avoid excessive deformation of the T-shaped steel 3 after welding on the H-shaped steel 1.
[0026] In this embodiment, when processing the bevel in step 2, a flame cutting machine should be used to cut the bevel, and the oxides on the bevel surface and edge should be cleaned in time after cutting. This design can effectively ensure the uniformity of the weld width and thickness at the bevel after welding.
[0027] In this embodiment, in step 5, when straightening H-beam 1 and T-beam 3, a straightening method combining mechanical pressure roller straightening and flame straightening is mainly adopted, which can effectively ensure the stability of the overall structure of H-beam 1 and T-beam 3 and avoid complete deformation.
[0028] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.
Claims
1. A processing method for a cross-shaped steel column, characterized in that: The cross-shaped steel column is composed of an H-beam (1) and T-beams (3) welded to the upper and lower sides of the H-beam (1). Positioning blocks (2) are welded to one end of the H-beam (1) and the two T-beams (3). Positioning grooves matching the positioning blocks (2) are provided at the other ends of the H-beam (1) and the two T-beams (3). A quick-release reinforcement mechanism (4) is also installed on the outside of the H-beam (1) to reinforce and support the T-beams (3) during welding. The quick-release reinforcement mechanism (4) includes a guide rail (401) with a groove at the bottom, and is installed inside the guide rail (401). The bidirectional threaded rod (408), the clamping plates (402) symmetrically installed on the two sections of the bidirectional threaded rod (408) with oppositely spiraling threads, the connecting rods (407) symmetrically installed on both sides of the bottom end of the guide rail (401), the L-shaped plate (403) installed at the bottom end of each connecting rod (407), the hook plate (406) slidably installed on one side of the bottom end of the L-shaped plate (403), the linkage block (405) welded to one side wall of the hook plate (406), and the T-shaped adjusting bolt (404) installed on the L-shaped plate (403) and passing through the linkage block (405); the specific processing steps of the cross steel column are as follows: Step 1: Cutting and blanking. Select suitable steel and cut it into webs and flanges of the corresponding dimensions according to the drawing requirements. Step 2: Beveling. A V-shaped welding bevel is made in the middle of the flange welding surface, and V-shaped platforms corresponding to the V-shaped bevel on the flange are made on both sides of the web. Step 3: Assembly of H-beam (1): Place the web and flanges on the welding machine and perform automatic welding using gantry submerged arc welding. Step 4: T-shaped assembly. After the H-shaped steel (1) is assembled, it is divided into two parts from the middle of the web to obtain the T-shaped steel (3). Step 5: Straightening process. Straighten the assembled H-beam (1) and T-beam (3) to ensure that the overall structure of the H-beam (1) and T-beam (3) is flat and vertical and there is no bending. Step 6: Assemble the cross column. First, lay the assembled H-beam (1) flat and open a welding bevel in the middle of the web of the H-beam (1). Then, align the edge of the web of the T-beam (3) with the welding bevel on the H-beam (1). At the same time, use the quick-release reinforcement mechanism (4) to clamp and support the T-beam (3). Then, weld the T-beam (3) to the H-beam (1). After a T-beam (3) is welded, remove the quick-release reinforcement mechanism (4). At the same time, flip the H-beam (1). Then, simply repeat the above welding operation to complete the assembly of the cross column. Step 7: Welding and assembling of the cross steel columns. After the cross columns are welded and formed, the positioning blocks (2) and positioning slots (5) are used to achieve reliable assembly of two adjacent cross columns. Then, the connection parts of the two adjacent cross columns are completely welded to complete the assembly and fixation of the cross steel columns.
2. The processing technology for a cross-shaped steel column according to claim 1, characterized in that: Both ends of the bidirectional threaded rod (408) are rotatably connected to the guide rail (401), and one end of the bidirectional threaded rod (408) has a cross head.
3. The processing technology for a cross-shaped steel column according to claim 1, characterized in that: The top end of the connecting rod (407) is hinged to the guide rail (401), and the bottom end of the connecting rod (407) is hinged to the L-shaped plate (403).
4. The processing technology for a cross-shaped steel column according to claim 1, characterized in that: The T-shaped adjusting bolt (404) is rotatably connected to the L-shaped plate (403), and the T-shaped adjusting bolt (404) is threadedly connected to the linkage block (405).
5. The processing technology for a cross-shaped steel column according to claim 1, characterized in that: In step 1, before cutting the steel, it is necessary to remove the impurities from the surface of the steel by wiping and cleaning.
6. The processing technology for a cross-shaped steel column according to claim 1, characterized in that: In step 3, when assembling the H-beam (1), for the groove weld, CO2 gas shielded welding should be used for the root pass first, and then submerged arc welding should be used for the cover pass.
7. The processing technology for a cross-shaped steel column according to claim 1, characterized in that: In step 4, when assembling the T-shaped steel (3), an appropriate welding allowance should be reserved in the height direction of the H-shaped steel (1) used for cutting.
8. The processing technology for a cross-shaped steel column according to claim 1, characterized in that: In step 2, a flame cutting machine should be used to cut the bevel, and the oxides on the bevel surface and edges should be cleaned promptly after cutting.
9. The processing technology for a cross-shaped steel column according to claim 1, characterized in that: In step 5, when straightening H-beams (1) and T-beams (3), a straightening method combining mechanical roller straightening and flame straightening is mainly adopted.
Citation Information
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Processing and manufacturing method of wall-mounted cross crane beam
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