您好,欢迎来到年旅网。
搜索
您的当前位置:首页管桩新国标张拉力计算

管桩新国标张拉力计算

来源:年旅网
浙東建材集団PHC桩公称直径形号内径mmmmAAB400210BC300A250300AB250500300B250300C250A330550AB330B330380A340380AB340600380B340380C340480A440480AB440700480B440480C440580A0580AB0800580B0580C0壁厚mm95100125100125100125100125110110110110130110130110130110130110130110130110130110130110130110130110130110130Dp主筋直径截面积mmmmmm²φ9.065φ10.790308φ10.790φ10.790φ9.065φ9.065φ10.790φ10.790406φ12.6125φ12.6125φ12.6125φ12.6125φ9.0656φ10.790φ12.6125φ9.065φ9.065φ10.790φ10.790506φ12.6125φ12.6125φ12.6125φ12.6125φ10.790φ10.790φ9.065φ9.065590φ10.790φ10.790φ12.6125φ12.6125φ10.790φ10.790φ12.6125φ12.6125690φ10.790φ10.790φ12.6125φ12.6125张拉力主筋数量总张拉力油缸截面积张拉机读数Nntmm²Mpa63620745.4460763.94601091.346013118.7636201171.4636201277.946011100.446012109.512430011139.512430012152.2124300131.912430015190.3636201277.946012109.512430012152.2636201490.96362016103.946014127.846016146.112430014177.612430016202.912430017215.612430020253.746012109.6013118.76362024155.86362026168.846024219.146026237.312430024304.412430026329.846015136.946016146.112430015190.312430016202.946030273.946032292.112430030380.512430032405.9

因篇幅问题不能全部显示,请点此查看更多更全内容

Copyright © 2019- oldu.cn 版权所有 浙ICP备2024123271号-1

违法及侵权请联系:TEL:199 1889 7713 E-MAIL:2724546146@qq.com

本站由北京市万商天勤律师事务所王兴未律师提供法律服务