广州建筑 ›› 2020, Vol. 48 ›› Issue (4): 35-39.

• 建筑施工与设计 • 上一篇    下一篇

风电机组基础局部受压在塔架基础设计软件中计算问题的探讨

  

  • 出版日期:2020-08-10 发布日期:2020-08-27

Discussion on Calculation of Wind Turbine Foundation Local Pressure in Tower Foundation Design Software

  • Online:2020-08-10 Published:2020-08-27

摘要:

结合工程实例,对风电机组基础局部受压在塔架基础设计软件(WTF)中计算问题进行了探讨。在进行上锚板下高强灌浆料局部压应力及截面尺寸计算时,不能直接采用软件计算结果,应按照实际局部受压计算底面积局部受压面积计算混凝土强度提高系数,并对软件计算结果进行复核;在进行高强灌浆料下混凝土局部受压及截面尺寸计算时,当局部受压的计算底面积大于等于3倍局部受压面积,可直接采用软件计算结果;当局部受压的计算底面积小于3倍局部受压面积,应按照实际局部受压的计算底面积和局部受压面积计算混凝土强度提高系数,不能直接采用软件计算结果。设计人员应加强理论知识学习,深入了解规范,熟悉软件特点和使用范围,不能盲目依赖软件计算结果。

关键词: 基础设计, 局部受压, 抗压强度提高系数

Abstract:

Combined with an engineering example, the calculation of local pressure on wind turbine foundation in tower foundation design software (WTF) is discussed. When calculating the local compressive stress and section size of high strength grouting material under the upper anchor plate, the software calculation results cannot be directly used. Instead, the concrete strength enhancement coefficient  should be calculated according to the actual local compression area  and the local compression area , and the software calculation results should be reviewed. In the calculation of local compression and section size of concrete under high-strength grouting material, when the calculated base area  of local compression is greater than or equal to 3 times the local compression area , the software calculation results can be directly adopted. When the calculated base area  of local compression is less than 3 times the local compression area , the concrete strength enhancement coefficient  should be calculated according to the calculated base area  and local compression area  of actual local compression, and the software calculation results cannot be used directly. Designers should strengthen the theoretical knowledge learning, in-depth understanding of norms, familiar with the characteristics of software and the scope of use, not blindly rely on the software calculation results.

Key words:

foundation design, local compression, concrete strength enhancement coefficient