湖南文理学院学报（自然科学版）
湖南文理學院學報（自然科學版）
호남문이학원학보（자연과학판）
JOURNAL OF HUNAN UNIVERSITY OF ARTS AND SCIENCE(SCIENCE AND TECHNOLOGY)
2014年
3期
55-58,62
,共5页
基坑支护%桩锚支护%等值梁模型%内力计算
基坑支護%樁錨支護%等值樑模型%內力計算
기갱지호%장묘지호%등치량모형%내력계산
foundation pit supporting%pile-anchor structure%multi-node equivalent beam model%internal force calculation
结合湘潭市某深基坑应用的新型式 h 型双排桩复合锚杆支护结构，按多支点等值梁模型进行了其内力计算，结果表明这种方法计算简单，安全性高，可指导于工程设计。通过与传统型式的双排桩-锚杆支护结构的受力性能对比，得出h型双排桩结构型式不仅节省材料，而且桩身受力更加合理，值得推广使用。
結閤湘潭市某深基坑應用的新型式 h 型雙排樁複閤錨桿支護結構，按多支點等值樑模型進行瞭其內力計算，結果錶明這種方法計算簡單，安全性高，可指導于工程設計。通過與傳統型式的雙排樁-錨桿支護結構的受力性能對比，得齣h型雙排樁結構型式不僅節省材料，而且樁身受力更加閤理，值得推廣使用。
결합상담시모심기갱응용적신형식 h 형쌍배장복합묘간지호결구，안다지점등치량모형진행료기내력계산，결과표명저충방법계산간단，안전성고，가지도우공정설계。통과여전통형식적쌍배장-묘간지호결구적수력성능대비，득출h형쌍배장결구형식불부절성재료，이차장신수력경가합리，치득추엄사용。
As example of the new h-type double pile-anchor structure with a deep pit of Xiangtan, its internal force was calculated by the multi-node equivalent beam model. The calculation method is simple, high safety, and it can be used in the design of foundation pit supporting. Contrasted with the mechanical property of the traditional double pile-anchor structure, conclusion shows that h-type double pile-anchor structure not only saves material and the stress on pile body is more reasonable, it is worthy of promotion.
