In-situ repairing method for crushing of supporting surface of cutter shaft of heading machine, and cutter head of heading machine
An in-situ repair and support surface technology, applied in earth-moving drilling, mining equipment, tunnels, etc., can solve the problem of long replacement process of crushed toolholders, reduce repair time and cost, ensure performance, and reduce sensitivity sexual effect
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Embodiment 1
[0045] The in-situ repair method for the crushed supporting surface of the cutter shaft of the boring machine includes the following steps:
[0046] 1. Stop the rotation of the roadheader cutter head 12 first, then remove the hob 14 from the roadheader tool holder 13, and check the damage of the cutter shaft support surface 18 on the roadheader cutter holder 13, and confirm the roadheader to be repaired. Tool holder 13;
[0047] 2. If Figure 4 As shown, clean the crushed roadheader tool holder 13 to form a gap 19;
[0048] 3. If Figure 5 As shown, firstly, the welding material with good impact resistance is selected, and the transition layer 20 is surfacing at the gap 19 by welding equipment. The transition layer 20 has good plasticity and high toughness, can absorb impact force, can effectively prevent the cracks generated by the hardened layer 21 from extending to the knife holder body 22, and can also firmly connect the knife holder body 22 and the hardened layer 21 to...
Embodiment 2
[0055] The difference between this embodiment and Embodiment 1 is that in Embodiment 1, the ultrasonic impact equipment is used to make the new cutter shaft support surface plastically deformed under pressure, so as to realize the stress relief treatment for the new cutter shaft support surface. In this embodiment, the static loading method in the existing mature technology is used to remove the stress on the support surface of the new cutter shaft. In other embodiments, the stress on the supporting surface of the new tool shaft can also be removed by using the pressing method, the hammering method and the vibration aging method.
Embodiment 3
[0057] The difference between this embodiment and embodiment 1 is that in embodiment 1, the transition layer 20 is welded at the notch 19 by surfacing welding. In this embodiment, the transition layer is a transition ply, and the transition ply is directly welded to the gap by welding equipment.
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