摘要
动力参数(频率-初速)法无损检测承压桩,当能正确使用时,其测试结果与静载试桩的误差有可能保持在5%以内。本文从测试仪器的选用、桩头处理粘贴的钢板、激振能量的选择、穿心锤的构造、调整系数Kv的确定等方面,说明了如何正确使用该法。
To nondestructively test bearing pressure pile sing dynamic parameter(frequency-initial velocity)method generaly the error of the testing results compared with the static load testing pile can keep less than 5%if operating properly.The paper explains how to use the methed correctly in view of the selection of testing imstrument,the plate steel of sticking management of pile head,the selection of hammar vibrate energy, the structure of piecing hammer,and adjustment coefficient Kv etc.
出处
《工业建筑》
CSCD
北大核心
1994年第11期47-49,59,共4页
Industrial Construction
关键词
承压桩
动力参数法
无损检测
dynamic parameter(frequency-initial velocity) method, sinqle pile capacity
bearing pressure pile
palate steel of pile head
hammer vibrate energy
pilereing hammer
adjustment coefficient