西北水电
西北水電
서북수전
NORTHWEST WATER POWER
2015年
4期
99-101
,共3页
刘嫔%张立英%崔振磊%付志强
劉嬪%張立英%崔振磊%付誌彊
류빈%장립영%최진뢰%부지강
预应力锚栓%塔架基础%混凝土%压应力%截面尺寸%承载力%风力发电
預應力錨栓%塔架基礎%混凝土%壓應力%截麵呎吋%承載力%風力髮電
예응력묘전%탑가기출%혼응토%압응력%절면척촌%승재력%풍력발전
prestressed anchor bolt%tower foundation%concrete%pressure stress%section size%bearing capacity%wind power
风电机组预应力锚栓基础在预压力作用下，锚固区混凝土将承受较大的局部压力。文章对锚固区混凝土的局部压应力、局部受压区的截面尺寸和局部受压承载力进行了验算分析，对预应力锚栓基础的设计具有参考价值。
風電機組預應力錨栓基礎在預壓力作用下，錨固區混凝土將承受較大的跼部壓力。文章對錨固區混凝土的跼部壓應力、跼部受壓區的截麵呎吋和跼部受壓承載力進行瞭驗算分析，對預應力錨栓基礎的設計具有參攷價值。
풍전궤조예응력묘전기출재예압력작용하，묘고구혼응토장승수교대적국부압력。문장대묘고구혼응토적국부압응력、국부수압구적절면척촌화국부수압승재력진행료험산분석，대예응력묘전기출적설계구유삼고개치。
The prestressed anchor bolts foundation of the wind turbine generator, under the pre-pressure, results in the higher local pres-sure on the concrete in the anchoring area.In the paper, the local compressive stress, section size of the local compressive area, and the local compressive bearing capacity of the concrete in the anchoring area are calculated and analyzed.This provides the design of the pres-tressed bolts concrete with reference.
