中国铁道科学
中國鐵道科學
중국철도과학
CHINA RAILWAY SCIENCE
2010年
1期
27-31
,共5页
周清跃%张建峰%郭战伟%习年生%高新平
週清躍%張建峰%郭戰偉%習年生%高新平
주청약%장건봉%곽전위%습년생%고신평
重载铁路%钢轨%伤损%预防对策
重載鐵路%鋼軌%傷損%預防對策
중재철로%강궤%상손%예방대책
Heavy haul railway%Rail%Damage%Preventive countermeasure
通过对重载铁路钢轨伤损的现场调查分析,确定出钢轨伤损的主要类型和规律,在此基础上提出了预防对策措施并进行了试验验证.结果表明:①在半径小于1 200 m的曲线上铺设轨面硬度大于370 HB的含铬热处理钢轨(U77MnCr和PG4)、采用每天1次固体润滑并设置欠超高,可以减少钢轨的严重侧磨;②热塑性弹性体挚板可以增加轨道弹性,减少轨道动应力和钢轨的疲劳核伤;③在减少所用钢轨表面脱碳层深度和钢中夹杂物的基础上及时进行钢轨打磨,可有效抑制钢轨轨距角剥离掉块伤损的发展;④虽然热轧轨出现的剥离掉块深度较浅,但会在轨面外侧出现严重的深层肥边掉块,影响钢轨的安全使用,因此,重载铁路曲线下股仍应铺设高强度的热处理钢轨;⑤在优化焊接工艺和提高接头内部质量的基础上,对焊接接头采用焊后再淬火,以提高接头轨面的硬度,从而明显减少焊接接头轨面的低塌和焊接接头的伤损.
通過對重載鐵路鋼軌傷損的現場調查分析,確定齣鋼軌傷損的主要類型和規律,在此基礎上提齣瞭預防對策措施併進行瞭試驗驗證.結果錶明:①在半徑小于1 200 m的麯線上鋪設軌麵硬度大于370 HB的含鉻熱處理鋼軌(U77MnCr和PG4)、採用每天1次固體潤滑併設置欠超高,可以減少鋼軌的嚴重側磨;②熱塑性彈性體摯闆可以增加軌道彈性,減少軌道動應力和鋼軌的疲勞覈傷;③在減少所用鋼軌錶麵脫碳層深度和鋼中夾雜物的基礎上及時進行鋼軌打磨,可有效抑製鋼軌軌距角剝離掉塊傷損的髮展;④雖然熱軋軌齣現的剝離掉塊深度較淺,但會在軌麵外側齣現嚴重的深層肥邊掉塊,影響鋼軌的安全使用,因此,重載鐵路麯線下股仍應鋪設高彊度的熱處理鋼軌;⑤在優化銲接工藝和提高接頭內部質量的基礎上,對銲接接頭採用銲後再淬火,以提高接頭軌麵的硬度,從而明顯減少銲接接頭軌麵的低塌和銲接接頭的傷損.
통과대중재철로강궤상손적현장조사분석,학정출강궤상손적주요류형화규률,재차기출상제출료예방대책조시병진행료시험험증.결과표명:①재반경소우1 200 m적곡선상포설궤면경도대우370 HB적함락열처리강궤(U77MnCr화PG4)、채용매천1차고체윤활병설치흠초고,가이감소강궤적엄중측마;②열소성탄성체지판가이증가궤도탄성,감소궤도동응력화강궤적피로핵상;③재감소소용강궤표면탈탄층심도화강중협잡물적기출상급시진행강궤타마,가유효억제강궤궤거각박리도괴상손적발전;④수연열알궤출현적박리도괴심도교천,단회재궤면외측출현엄중적심층비변도괴,영향강궤적안전사용,인차,중재철로곡선하고잉응포설고강도적열처리강궤;⑤재우화한접공예화제고접두내부질량적기출상,대한접접두채용한후재쉬화,이제고접두궤면적경도,종이명현감소한접접두궤면적저탑화한접접두적상손.
The main types and the development trend of rail damages have been determined by field investi-gation in the rail damage of heavy haul railways. On this basis, the countermeasures have been put forward and validated by tests. Results show that: (1) on the curves with the radius no greater than 1200 m, severe side abrasion of rails can be controlled by paving heat treated rails with Cr elements and the hard-ness of the rail surface greater than 370 HB (U77MnCr and PG4), by lubricating with solid lubrication once a day, and by setting up appropriate deficient superelevation. (2) Thermal-plastic tie plates can increase track elasticity and reduce the dynamic stresses and eventually decrease the oval flaws resulted from fatigue. (3) The growth of the tread shelling on the rail corner can be mitigated by timely rail grind-ing on the basis of decreasing the decarbonized depth in tread layer and nonmetal inclusions of rail material. (4) It is suggested that the hardened premium steel should be applied to the lower rail of the heavy haul railway because deep crushing may produce on the railhead which affects the running safety even though the shelling is relatively shallow. (5) Welding defects especially the crushing on the railhead at the welding joints can be markedly reduced by optimizing the welding process to improve the joint quality and adding re-quenching after welding so as to augment tread hardness.