13米空心板预应力张拉计算书Word文档格式.docx
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P=0.2208+0.0336F
式中:
P——油压表读数(MPa)
F——千斤顶拉力(KN)
(1)、15%F=87.885KN时:
P=0.2208+0.0336F=0.2208+0.0336×
87.885=3.174MPa
(2)、30%F=175.77KN时:
175.77=6.127MPa
(3)、100%F=585.9KN时:
585.9=19.907MPa
4、0号千斤顶张拉、1号油表时:
千斤顶回归方程:
P=0.2683+0.0336F
P=0.2683+0.0336F=0.2683+0.0336×
87.885=3.221MPa
175.77=6.174MPa
585.9=19.955MPa
二、边梁:
N1(3根):
1、3号千斤顶张拉、3号油表时:
P=0.1991+0.0338F
P=0.1991+0.0338F=0.1991+0.0338×
87.885=3.170MPa
175.77=6.140MPa
585.9=20.003MPa
2、4号千斤顶张拉、4号油表时:
P=0.2878+0.0337F
P=0.2878+0.0337F=0.2878+0.0337×
87.885=3.250MPa
P=0.2878+0.0337F=0.2878+0.0337×
175.77=6.211MPa
585.9=20.033MPa
3、08号千斤顶张拉、2号油表时:
N2(4根):
(1)、15%F=117.18KN时:
117.18=4.160MPa
(2)、30%F=234.36KN时:
234.36=8.120MPa
(3)、100%F=781.2KN时:
781.2=26.604MPa
(1)、15%F=117.18KN时:
117.18=4.237MPa
234.36=8.186MPa
781.2=26.614MPa
117.18=4.158MPa
P=0.2208+0.0336F=0.2208+0.033×
234.36=8.095MPa
781.2=26.469MPa
117.18=4.206MPa
P=0.2683+0.0336F=0.2683+0.033×
234.36=8.143MPa
781.2=26.517MPa
第五章附件
1、预应力钢绞线张拉控制计算表
2、千斤顶标定报告