1、张拉部位及直弯束示意图油表编号K0.0015(A面)(B面)标定日期EP195000mpa此梁(板)为单侧伸长量计算式(20%-10%)*2+(100%-20%)-回缩量钢束张拉断面编号记录项目张拉阶段回油至约10%k力筋回缩量单侧伸长量(mm)总伸长(mm)理论伸长量允许偏差值(mm)张拉伸长率(%)滑断丝情况处理情况编号股数10%k20%k100%k超张拉油表读数(MPa)伸长量(mm)自检结论:质检工程师:日期:监理意见:旁站监理:中铁二十局集团第四工程有限公司合同号:HRTJ-13育才-布朗交通咨询监理有限公司编号:ZJ-082-咸通分离式立交桥现浇箱梁2.3K106+978.51#梁
2、肋2010.2.754.454.056.7111222356019241a2a3a4a1b2b3b4b2010.3.2此梁(板)为6.7.8.跨箱梁(板):封锚情况描述:M12.5砂浆封锚封锚严密N2a12A面3.77.235.53.8632263364638.8-2.01无315309B面4.27.735.84.18311314N2b3.67341656+1.543353284.03312符合规范及设计要求陈波日期:吴泽勇日期:N3a154.69.044.34.7532464964838.9+0.153195.19.544.55.24325318N3b4.4659+1.69323331320N4a4.534367569341.6-2.593463385.3332336N4b680+1.873393293173662#梁肋1a2a3a4aN1a662+2.163273215.0326340+0.77344337313668+3.413584.3347642-6.19650+0.31316N3a665+2.62673-2.89333661-4.623#梁肋2010.2.71b2b3b4b1a2a3a4aM12.5砂浆封端N1b654+0.92N1a664+2.47330345中铁二十局集