山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2015年
2期
41-42,43
,共3页
高德军%曹杰雄%李元松
高德軍%曹傑雄%李元鬆
고덕군%조걸웅%리원송
锚杆%锚固效果%荷载位移曲线%剪应力%破坏形式
錨桿%錨固效果%荷載位移麯線%剪應力%破壞形式
묘간%묘고효과%하재위이곡선%전응력%파배형식
anchor%anchoring effect%load-displacement curve%shear stress%failure mode
采用改进型拉拔方式对锚杆进行拉拔试验,从而研究砂浆强度和锚固深度对锚杆承载力的影响,通过在锚杆表面粘贴应变片,得到拉拔过程锚杆—砂浆截面剪应力沿锚杆全长分布规律,根据现场锚杆拉拔过程的破坏形式,分析对应破坏机理。
採用改進型拉拔方式對錨桿進行拉拔試驗,從而研究砂漿彊度和錨固深度對錨桿承載力的影響,通過在錨桿錶麵粘貼應變片,得到拉拔過程錨桿—砂漿截麵剪應力沿錨桿全長分佈規律,根據現場錨桿拉拔過程的破壞形式,分析對應破壞機理。
채용개진형랍발방식대묘간진행랍발시험,종이연구사장강도화묘고심도대묘간승재력적영향,통과재묘간표면점첩응변편,득도랍발과정묘간—사장절면전응력연묘간전장분포규률,근거현장묘간랍발과정적파배형식,분석대응파배궤리。
In order to study the influence of mortar strength and anchorage length on the bearing capacity of anchor,the modified methods were adopted for anchor pullout test. Strain gauges were pasted on the anchor surface and the shear stress distributions along anchor full-length were obtained,the corresponding failure mechanism was analyzed according to the bolt failure modes.