摘要
马钢职工康复中心人工挖孔桩混凝土强度达不到设计要求的标准值,经计算后分别采取加大承台、增加基础梁以及桩身补强三种措施,来达到增强桩身混凝土强度提高承载能力,满足结构承载力的安全要求。
The tconcrete intensity in manual excavated piles of the centre of Ma Steel health were short of normal value of decign' s demand. After caculated, using the measure of increasing the beam platform, increasing the foundation beam and increasing the beam inteasity. It improved piles bearing capicity and meet the safety require of structure.
出处
《安徽冶金科技职业学院学报》
2004年第3期35-36,共2页
Journal of Anhui Vocational College of Metallurgy and Technology