山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
16期
73-75
,共3页
深基坑%拉森钢板桩%多道钢内支撑%经济效益
深基坑%拉森鋼闆樁%多道鋼內支撐%經濟效益
심기갱%랍삼강판장%다도강내지탱%경제효익
deep foundation pit%Larssen steel sheet pile%multiple steel internal support%economic benefits
对具有较深淤泥层的9.6 m的深基坑支护形式进行研究分析,提出了采用拉森钢板桩为支护结构,内设三道钢支撑的设计方法,对比其他深基坑支护形式具有很好的经济效益,从而为深基坑的支护设计提供参考借鉴。
對具有較深淤泥層的9.6 m的深基坑支護形式進行研究分析,提齣瞭採用拉森鋼闆樁為支護結構,內設三道鋼支撐的設計方法,對比其他深基坑支護形式具有很好的經濟效益,從而為深基坑的支護設計提供參攷藉鑒。
대구유교심어니층적9.6 m적심기갱지호형식진행연구분석,제출료채용랍삼강판장위지호결구,내설삼도강지탱적설계방법,대비기타심기갱지호형식구유흔호적경제효익,종이위심기갱적지호설계제공삼고차감。
The study undertakes the research and analysis of the support form of the deep foundation pit with 9.6 m deep silt layer,points out the Larssen steel sheet pile should be adopted as the support structure and the triple steel support should be designed inside,and indicates it has better economic benefits by comparing the method with others,so as to provide the reference for the support design of the deep foundation pits.
