Steel structure welding construction taboos and measures, Century Weiye tells you. .


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2016-09-12

In the welding process, there are many things to be aware of in the welding process. Once negligent, it may cause a big mistake. Today, Xiaobian organizes the items that are often overlooked during the welding process of steel structures. Don't care too much.
 
Welding construction does not pay attention to choose the best voltage
Phenomenon, harm
When welding, whether it is bottoming, filling, or covering, regardless of the size of the groove, the same arc voltage is selected. This may not achieve the required penetration, melt width, and defects such as undercuts, pores, and splashes.
Prevention
Generally, for different situations, the corresponding long arc or short arc should be selected to get better welding quality and working efficiency. For example, short arc operation should be used in order to obtain better penetration depth during bottom welding; when filling or cap welding In order to obtain higher efficiency and widening, the arc voltage can be appropriately increased.
 
Inadvertent control of arc length during welding
Phenomenon, harm
The arc length is not properly adjusted according to the groove form, the number of welding layers, the welding form, the welding rod type, etc. during welding. Due to the improper use of the welding arc length, it is difficult to obtain a high quality weld.
Prevention
In order to ensure the quality of the weld, short arc operation is usually used during welding, but the appropriate arc length can be selected according to different conditions to obtain the best welding quality. For example, the V-groove butt joint and the first layer of the corner joint should be used. Shorter arcs to ensure penetration and no undercutting; the second layer can be slightly longer to fill the weld. When the weld gap is small, a short arc should be used. When the gap is large, the arc can be slightly longer and the welding speed is increased. The arc welding should be the shortest to prevent the underwater flow of iron; in order to control the temperature of the molten pool during vertical welding and horizontal welding, small current and short arc welding are also required. In addition, no matter what welding is used during the movement, it is necessary to keep the arc length constant, so as to ensure that the entire weld has the same width and penetration.
 
Insufficient joint butt joint or angle butt joint weld angle is not enough
Phenomenon, harm
T-joints, cross-joints, angle joints, etc., which require penetration or angle butt joint welds, which are not sufficiently welded, or the webs of crane beams or similar components designed to meet fatigue calculation requirements are connected to the upper wing flanges. Insufficient solder fillet size can make the strength and stiffness of the solder meet the design requirements.
Preventive measures
T-joints, cross-joints, corner joints, etc., which require penetration of the butt joint welds, shall have sufficient weld foot requirements according to the design requirements. Generally, the weld foot size shall not be less than 0.25t (t is a thinner joint) Board thickness). The size of the welding feet of the crane beam or similar web and the upper flange connecting the welded joint with the fatigue check calculation requirement is 0.5t, and should not exceed 10mm. The tolerance of the welding size is 0~4mm.
 
Multi-layer welds do not remove the weld slag and the weld surface is defective.
Phenomenon, harm
When multi-layer welding of thick plates, the welding of the slag and defects is not carried out after each layer is welded, and the lower layer welding is directly carried out, which may cause defects such as slag inclusion, pores and cracks in the weld, reduce the joint strength, and cause splashing during the lower layer welding. .
Prevention
When thick plate multi-layer welding, each layer should be continuously welded. After each weld is welded, the weld slag, weld surface defects and spatter should be removed in time. It is found that the slag, pores, cracks and other defects that affect the welding quality should be thoroughly removed before welding.
 
Welding does not control the welding current
Phenomenon, harm
When welding, in order to grab the progress, the groove is not opened for the butt weld of the plate. The strength index drops, even if it does not meet the standard requirements, and cracks appear during the bending test, which will make the weld joint performance unguaranteed and pose a potential hazard to the structural safety.
Prevention
Welding should be controlled according to the welding current in the process evaluation, allowing 10 to 15% floating. The blunt edge of the groove should not exceed 6mm. When the butt joint exceeds 6 mm, the groove is to be welded.
 
Multi-layer welding is not continuously applied, and care is not taken to control the interlayer temperature.
Phenomenon, harm
When thick plate multi-layer welding, pay attention to the interlayer temperature control, such as the interval between layers is too long, it is easy to produce cold cracks between layers without reheating; if the interval is too short, the interlayer temperature is too high (More than 900 degrees Celsius), it will also affect the performance of the weld and heat affected zone, which will cause the grain to be coarse, resulting in a decrease in toughness and plasticity, leaving potential hidden dangers to the joint.
Prevention
When multi-layer welding of thick plates, the temperature control between the layers should be strengthened. During the continuous welding process, the temperature of the base metal of the welding should be checked so that the interlayer temperature can be consistent with the preheating temperature as much as possible, and the maximum temperature between the layers is also To be controlled. The welding time should not be too long. In case of welding interruption, appropriate post-heating and heat preservation measures should be taken. When re-welding, the reheating temperature should be appropriately higher than the initial preheating temperature.
 
Welding does not pay attention to control welding deformation
Phenomenon, harm
During welding, care is not taken to control the deformation from the welding sequence, personnel layout, groove form, welding specification selection and operation method, resulting in large deformation after welding, difficulty in correction, and increased cost, especially for thick plates and large workpieces. It is easy to cause cracks or lamellar tears by mechanical correction. The use of flame correction for high cost and poor operation is likely to cause overheating of the workpiece. For workpieces with high precision requirements, effective control deformation measures are not taken, the installation dimensions are not up to the requirements of use, and even rework or scrap is caused.
Prevention
Use a reasonable welding sequence and select the appropriate welding specifications and operating methods, as well as anti-deformation and rigid fixing measures.
 
Soldering the electrode head or iron block in the joint gap
Phenomenon, harm
Since it is difficult to fuse the electrode head or the iron block with the workpiece to be welded during welding, welding defects such as unfusion and penetration are caused, and the joint strength is lowered. If it is filled with a rusted electrode head or iron block, it is difficult to ensure that it is consistent with the material of the base material; if there is oil on the electrode head, oil on the iron block, impurities, etc., the weld will cause defects such as pores, slag inclusions and cracks. In all cases, the weld quality of the joint is greatly reduced, failing to meet the quality requirements of the design and specification for the weld.
Prevention
1) When the assembly clearance of the workpiece is large, but does not exceed the specified allowable range, when the assembly gap exceeds the thickness of the thin plate by 2 times or more than 20 mm, the surfacing method is used to fill the recessed portion or reduce the assembly gap. It is strictly forbidden to use the method of filling the welding head or iron block in the joint gap.
2) When scribing parts, pay attention to the remaining allowance and the welding shrinkage after cutting, and control the size of the parts. Do not increase the gap to ensure the size.

When the plates of different thicknesses and widths are docked, the transition is not smooth
Phenomenon, hazard
When using plates of different thicknesses and widths, it is not necessary to pay attention to whether the difference in thickness of the plates is within the allowable range of the standard. If the thickness is not within the allowable range and the smooth transition is not applied, the welds tend to cause stress concentration above the thickness of the sheet. Produces weld defects such as unfusion, which affects the quality of the weld.
Prevention
When the relevant regulations are exceeded, the weld seam shall be welded into a slope shape with a maximum allowable slope of 1:2.5; or one or both sides of the thickness shall be processed into a slope before welding, and the maximum allowable slope value is 1:2.5, when directly The slope of the structural slope that is subjected to dynamic loads and requires fatigue checking shall not be greater than 1:4. When the plates of different widths are docked, they should be gently cut according to the factory and site conditions by means of hot cutting, machining or grinding. The maximum allowable slope value of the joint is 1:2.5.
 
Do not pay attention to the welding sequence for components with cross welds
Phenomenon, harm
For components with cross-weld joints, care should be taken to analyze the welding stress release and the influence of welding stress on the deformation of the components, and the welding sequence can be arranged reasonably, but the vertical and horizontal random welding can result in the vertical and horizontal seams constraining each other and causing large temperature shrinkage. The stress causes the plate to deform, the surface of the plate is uneven, and it is possible to cause cracks in the weld.
Prevention
For components with cross welds, a reasonable welding sequence should be established. When there are several kinds of vertical and horizontal cross welds, the transverse joints with large shrinkage deformation should be welded first, and then the longitudinal welds should be welded, so that the transverse welds are not restrained by the longitudinal welds, so that the shrinkage stress of the transverse joints Release without constraint, reduce weld distortion, ensure weld quality, or weld fillet welds after butt welds.
 
When the steel bar lap joint is welded, it is continuously welded at the corner
Phenomenon, hazard
When the steel bar and the continuous plate lap joint are used for the surrounding welding, the welded joints on both sides of the first welding rod are used, and the welded ends of the welded ends are not continuously welded. Although this is advantageous for reducing the welding deformation, stress concentration and welding defects are easily generated at the corners of the rod, which affects the quality of the welded joint.
Prevention
When the steel bar lap joint is welded, it should be completed at the corner. Do not weld to the corner and run to the other side to weld.
 
It is required to be strongly docked, and there is no arcing plate and lead plate at both ends of the crane beam flange plate and the web.
Phenomenon, harm
When welding butt welds, full penetration fillet welds, welds between flanges and webs of crane beams, no arc runners and lead plates are added at the arc starting and exiting points, so that the current and voltage are used when welding the starting and ending ends. It is not stable enough, and the temperature at the starting and ending points is not stable enough. It is easy to cause defects such as unmelted, unpenetrated, cracked, slag, pores, etc. at the starting and ending end welds, which reduces the weld strength and fails to meet the design requirements.
Prevention
In the welding butt weld, the full penetration fillet weld and the weld of the crane beam wing and the web, the arc runner and the lead plate shall be provided at both ends of the weld, the function of which is to facilitate the defects at both ends After being introduced to the outside of the workpiece, the defect is divided to ensure the quality of the weld.
 
Do not pay attention to welding speed and welding current, and coordinate the diameter of the electrode
Phenomenon, hazard
When welding, care is not taken to control the welding speed and welding current; the diameter of the welding rod and the welding position are used in coordination. For the bottom penetration of the fully penetrated corner seam, due to the narrow root size, such as the welding speed is too fast, the root gas, slag inclusion does not have enough time to discharge, it is easy to cause the root to produce defects such as impermeability, slag inclusion, pores, etc. When the surface is welded, if the welding speed is too fast, the air hole is easy to be generated; if the welding speed is too slow, the weld height will be too high and the shape will be irregular; when welding a thin plate or a weld with a small blunt edge, the welding speed is too high. Slow, prone to burns and so on.
Prevention
The welding speed has a great influence on the welding quality and welding productivity. When matching, the welding current, the position of the weld (bottom welding, filling welding, cover welding), the thickness of the weld, the appropriate welding speed of the groove size, and the guarantee of melting Through the gas, the welding slag is easy to discharge, does not burn through, and the forming speed is good, the larger welding speed is selected to improve the productivity.