高速铁路技术
高速鐵路技術
고속철로기술
HIGH SPEED RAILWAY TECHNOLOGY
2014年
4期
7-10,32
,共5页
颜华%胡华锋%曾晓辉%潘自立%田春香
顏華%鬍華鋒%曾曉輝%潘自立%田春香
안화%호화봉%증효휘%반자립%전춘향
CA砂浆%浸泡%软化%干湿循环%脆化
CA砂漿%浸泡%軟化%榦濕循環%脆化
CA사장%침포%연화%간습순배%취화
CA mortar%immerse%soften%wetting-drying cycle%brittle
水泥乳化沥青砂浆(简称CA砂浆)是高速铁路板式无砟轨道的关键功能材料,位于轨道板与底板之间,起支承、调整、减振的作用。文章通过试验,研究了水作用下不同配合比CA砂浆的力学性能变化,并对其原因进行了分析。结果发现长时间浸泡将显著降低CA砂浆的抗压强度,且沥青含量越高,降低幅度越大;但长时间浸泡作用下CA砂浆并未出现沥青流失现象;研究还发现CA砂浆存在干湿循环后脆化的现象,其中低弹模CA砂浆6轮干湿循环后折压比由0-70降低至0-51,电子扫描显微镜( SEM)的分析结果表明沥青膜脱水收缩以及水泥持续水化是导致该现象的原因。
水泥乳化瀝青砂漿(簡稱CA砂漿)是高速鐵路闆式無砟軌道的關鍵功能材料,位于軌道闆與底闆之間,起支承、調整、減振的作用。文章通過試驗,研究瞭水作用下不同配閤比CA砂漿的力學性能變化,併對其原因進行瞭分析。結果髮現長時間浸泡將顯著降低CA砂漿的抗壓彊度,且瀝青含量越高,降低幅度越大;但長時間浸泡作用下CA砂漿併未齣現瀝青流失現象;研究還髮現CA砂漿存在榦濕循環後脆化的現象,其中低彈模CA砂漿6輪榦濕循環後摺壓比由0-70降低至0-51,電子掃描顯微鏡( SEM)的分析結果錶明瀝青膜脫水收縮以及水泥持續水化是導緻該現象的原因。
수니유화력청사장(간칭CA사장)시고속철로판식무사궤도적관건공능재료,위우궤도판여저판지간,기지승、조정、감진적작용。문장통과시험,연구료수작용하불동배합비CA사장적역학성능변화,병대기원인진행료분석。결과발현장시간침포장현저강저CA사장적항압강도,차력청함량월고,강저폭도월대;단장시간침포작용하CA사장병미출현력청류실현상;연구환발현CA사장존재간습순배후취화적현상,기중저탄모CA사장6륜간습순배후절압비유0-70강저지0-51,전자소묘현미경( SEM)적분석결과표명력청막탈수수축이급수니지속수화시도치해현상적원인。
Cement and emulsified asphalt mortar ( CA mortar) , a kind of material composed of cement, emulsified as-phalt, sand and admixtures, is widely used in high-speed railway track structure. In CRTS ( China Railway Track Sys-tem) I-type track systems, CA mortar is cast between the concrete bed plate and the track slab, providing a function of leveling and supporting track slab. Mechanical changes of different CA mortar under hydrostatic effects were studied in this paper. Results show that the compressive strength of CA mortar was decreased largely when immersed in the water for 12 months. The more asphalt content, the larger of the compressive deceased. The effluence of the asphalt could not be seen when the CA mortar was immersed for a long time. Results also show that CA mortar embrittlement occurs after wetting-drying cycle test, and the bend-press ratio of the low elastic CA mortar was decreased from 0-70 to 0-51 after six wet-dry cycles. The SEM analysis show that the asphalt film losing dehydration and contraction as well as the Port-land cement continue hydrating might be the reasons of the brittleness changing.