现代交通技术
現代交通技術
현대교통기술
XIANDAI JIAOTONG JISHU
2012年
4期
46-49
,共4页
桥梁桩基%完整性检测%超声波透射法%低应变反射波法
橋樑樁基%完整性檢測%超聲波透射法%低應變反射波法
교량장기%완정성검측%초성파투사법%저응변반사파법
pile foundation of bridge%integrity test%ultrasonic transmission method%low-strain reflected wave method
通过分析超声波透射法和低应变反射法这2种动测法的基本原理,探讨其各自的优缺点;结合桩基完整性检测实践,研究发现影响超声法波形数据的外部因素有:声测管偏斜、声测管接头,影响低应变法波形数据采集的外部因素有:传感器、激振方式、桩头、桩周土。根据工程实例并结合钻芯芯样对这2种方法的检测效果进行了研究,认为在条件许可的情况下,可将这2种方法结合起来进行分析以减小其检测的局限性。
通過分析超聲波透射法和低應變反射法這2種動測法的基本原理,探討其各自的優缺點;結閤樁基完整性檢測實踐,研究髮現影響超聲法波形數據的外部因素有:聲測管偏斜、聲測管接頭,影響低應變法波形數據採集的外部因素有:傳感器、激振方式、樁頭、樁週土。根據工程實例併結閤鑽芯芯樣對這2種方法的檢測效果進行瞭研究,認為在條件許可的情況下,可將這2種方法結閤起來進行分析以減小其檢測的跼限性。
통과분석초성파투사법화저응변반사법저2충동측법적기본원리,탐토기각자적우결점;결합장기완정성검측실천,연구발현영향초성법파형수거적외부인소유:성측관편사、성측관접두,영향저응변법파형수거채집적외부인소유:전감기、격진방식、장두、장주토。근거공정실례병결합찬심심양대저2충방법적검측효과진행료연구,인위재조건허가적정황하,가장저2충방법결합기래진행분석이감소기검측적국한성。
This paper analyzes basic principle of ultrasonic transmission method and low-strain reflected wave method, and studies their respective advantages and disadvantages. Based on the pile foundation integrity test, the research indicates that the external factors that influence the ultrasonic waveforms include the leaning of acoustic pipe and the joint of acoustic pipe,while the external factors that influence the low-strain reflected waveforms include detecting sensors, exciting models, pile head and soil surrounding pile. Based on the engineering project and core-drilling sample ,detection effect of the two methods is researched. The results show that combined analysis of two methods can reduce the impact of limitations of each method and have a good detection effect, when conditions permit.