山西电力
山西電力
산서전력
SHANXI ELECTRIC POWER
2012年
6期
63-68
,共6页
输电线路%杆塔基础%板式中型桩%复合基础%内力计算
輸電線路%桿塔基礎%闆式中型樁%複閤基礎%內力計算
수전선로%간탑기출%판식중형장%복합기출%내력계산
transmission line%tower foundation%medium-sized pile-plate%composite foundation%internal force calculation
板式中型桩复合基础指采用板式基础与中等直径桩(250 mm<d<800 mm)组合基础,由桩与板式基础共同承担上部传来的荷载,利用土重法与桩的弹性抗力法(m法)综合进行内力分析,通过基础真型试验,进一步优化和完善了设计理论,为工程设计提供理论依据和计算方法.
闆式中型樁複閤基礎指採用闆式基礎與中等直徑樁(250 mm<d<800 mm)組閤基礎,由樁與闆式基礎共同承擔上部傳來的荷載,利用土重法與樁的彈性抗力法(m法)綜閤進行內力分析,通過基礎真型試驗,進一步優化和完善瞭設計理論,為工程設計提供理論依據和計算方法.
판식중형장복합기출지채용판식기출여중등직경장(250 mm<d<800 mm)조합기출,유장여판식기출공동승담상부전래적하재,이용토중법여장적탄성항역법(m법)종합진행내력분석,통과기출진형시험,진일보우화화완선료설계이론,위공정설계제공이론의거화계산방법.
Medium-sized Pile-plate Composite Foundation adopts the composite foundation of pile-plate and medium-diameter-sized pile(250 mm<d<800 mm). The load were together shared by the pile and the plate foundation. The soil weight method and pile elastic resistance method(m method)was used in internal force analysis. Through the real foundation experiment,the design theory was further optimized and consummated,which provided theoretical basis and calculating method for the engineering design.