桥梁预应力张拉记录表

后张法预应力张拉记录 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 津市政C4-15工程名称西中环（一期）津塘公路~津塘二线段桥梁工程施工单位市政一公司结构单位箱梁构件编号腹板一（N1-1、N1-2、N2-1、N2-2)钢束种类钢绞线钢束规格12Φ15.2钢筋弹模(Mpa)1.95千斤顶编号A:2#,B:04油压表编号A:060,B:1060锚具名称YJM15-12限位块槽深(mm)60 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 控制压力Mpa1357.8张拉时强度Mpa/龄期52.4/10d张拉日期2010.9.28序号记录数据项目钢束编号N1-1N1-2N2-1N2-2钢束长度91.875m91.875m91.862m91.862m设计张拉力2281.1kN2281.1kN2281.1kN2281.1kN张拉端ABABABAB1初应力时读数(油表读数/尺读)(Mpa/mm)9.137.729.137.729.137.729.137.7265525757665355502两倍初应力时读数(油表读数/尺读)(Mpa/mm)17.3814.7817.3814.7817.3814.7817.3814.781099998105110951101013(Mpa/mm)33353025302233251801701801601801801801804(Mpa/mm)333530253022332512151313143730135终应力时读数(油表读数/尺读)(Mpa/mm)55.8847.7355.8847.7355.8847.7355.8847.731521451531421641561421386(Mpa/mm)7工具夹片位移量(mm)初应力时夹片外露量14151415141514158终应力时夹片外露量11121112111211129位移量(序7-8)3333333310回油(安装)前油表读数55.8847.7355.8847.7355.8847.7355.8847.7311安装时应力偏差[序(10-5)/5]%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%12钢束理论延伸量(mm)575.5575.5579.8579.813千斤顶段钢束理论延伸量(mm)3333333314张拉束实际延伸量(序5-1+2-1-9-13)(mm)29328929827430228228630015安装时延长量[序(14-12)/12]%1.13%-0.61%0.72%1.07%16油压表回"0"时尺读数(mm)14814115013716015213913317回缩量(序5-16-13)(mm)1102110218工作夹片外露量(mm)1212121219断丝滑丝及处理张拉部位及直弯束示意图无记录:质量员:监理工程师:年月日后张法预应力张拉记录表津市政C4-15工程名称西中环（一期）津塘公路~津塘二线段桥梁工程施工单位市政一公司结构单位箱梁Y4-7构件编号腹板一（N3-1、N3-2、N4-1、N4-2)钢束种类钢绞线钢束规格12Φ15.2（N3-1、N3-2）,9Φ15.2（N4-1、N4-2）钢筋弹模(Mpa)1.95千斤顶编号A:2#,B:04油压表编号A:060,B:1060锚具名称YJM15-12,YJM15-9限位块槽深(mm)60设计控制压力Mpa1357.8张拉时强度Mpa/龄期52.4/10d张拉日期2010.9.29序号记录数据项目钢束编号N3-1N3-2N4-1N4-2钢束长度91.857m91.857m91.852m91.852m设计张拉力2281.1kN2281.1kN1710.8kN1710.8kN张拉端ABABABAB1初应力时读数(油表读数/尺读)(Mpa/mm)9.137.729.137.727.075.967.075.9667585757666665322两倍初应力时读数(油表读数/尺读)(Mpa/mm)17.3814.7817.3814.7813.2611.2513.2611.2510011198105118105112753(Mpa/mm)33353025192317261801801801601801801801804(Mpa/mm)333530251923172620121313322027185终应力时读数(油表读数/尺读)(Mpa/mm)55.8847.7355.8847.7342.1335.9642.1335.961601581531541791461511456(Mpa/mm)7工具夹片位移量(mm)初应力时夹片外露量14151415141514158终应力时夹片外露量11121112111211129位移量(序7-8)3333333310回油(安装)前油表读数55.8847.7355.8847.7342.1335.9642.1335.9611安装时应力偏差[序(10-5)/5]%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%12钢束理论延伸量(mm)582.2582.2581.2581.213千斤顶段钢束理论延伸量(mm)3333333314张拉束实际延伸量(序5-1+2-1-9-13)(mm)28031529828630727328031215安装时延长量[序(14-12)/12]%2.20%0.31%-0.21%1.86%16油压表回"0"时尺读数(mm)15615415014917514214814017回缩量(序5-16-13)(mm)1102110218工作夹片外露量(mm)1212121219断丝滑丝及处理张拉部位及直弯束示意图无记录:质量员:监理工程师:年月日后张法预应力张拉记录表津市政C4-15工程名称西中环（一期）津塘公路~津塘二线段桥梁工程施工单位市政一公司结构单位箱梁构件编号腹板二（N1-3、N1-4、N2-3、N2-4)钢束种类钢绞线钢束规格12Φ15.2钢筋弹模(Mpa)1.95千斤顶编号A:2#,B:04油压表编号A:060,B:1060锚具名称YJM15-12限位块槽深(mm)60设计控制压力Mpa1357.8张拉时强度Mpa/龄期52.4/10d张拉日期2010.9.29序号记录数据项目钢束编号N1-3N1-4N2-3N2-4钢束长度92.701m92.701m92.688m92.688m设计张拉力2281.1kN2281.1kN2281.1kN2281.1kN张拉端ABABABAB1初应力时读数(油表读数/尺读)(Mpa/mm)9.137.729.137.729.137.729.137.7264626454565769572两倍初应力时读数(油表读数/尺读)(Mpa/mm)17.3814.7817.3814.7817.3814.7817.3814.789510586118951061051063(Mpa/mm)31253224322630261801801801601801801801804(Mpa/mm)31253224322630261612221216152195终应力时读数(油表读数/尺读)(Mpa/mm)55.8847.7355.8847.7355.8847.7355.8847.731651421801401551481701396(Mpa/mm)7工具夹片位移量(mm)初应力时夹片外露量14151415141514158终应力时夹片外露量11121112111211129位移量(序7-8)3333333310回油(安装)前油表读数55.8847.7355.8847.7355.8847.7355.8847.7311安装时应力偏差[序(10-5)/5]%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%12钢束理论延伸量(mm)580.5580.5587.2587.213千斤顶段钢束理论延伸量(mm)3333333314张拉束实际延伸量(序5-1+2-1-9-13)(mm)29028529029229629929029615安装时延长量[序(14-12)/12]%-0.95%0.26%1.33%-0.20%16油压表回"0"时尺读数(mm)16113817713515114416713417回缩量(序5-16-13)(mm)1102110218工作夹片外露量(mm)1212121219断丝滑丝及处理张拉部位及直弯束示意图无记录:质量员:监理工程师:年月日后张法预应力张拉记录表津市政C4-15工程名称西中环（一期）津塘公路~津塘二线段桥梁工程施工单位市政一公司结构单位箱梁构件编号腹板二（N3-3、N3-4、N4-3、N4-4)钢束种类钢绞线钢束规格12Φ15.2（N3-3、N3-4）,9Φ15.2（N4-3、N4-4）钢筋弹模(Mpa)1.95千斤顶编号A:2#,B:04油压表编号A:060,B:1060锚具名称YJM15-12,YJM15-9限位块槽深(mm)60设计控制压力Mpa1357.8张拉时强度Mpa/龄期52.4/10d张拉日期2010.9.29序号记录数据项目钢束编号N3-3N3-4N4-3N4-4钢束长度92.682m92.682m92.677m92.677m设计张拉力2281.1kN2281.1kN1710.8kN1710.8kN张拉端ABABABAB1初应力时读数(油表读数/尺读)(Mpa/mm)9.137.729.137.727.075.967.075.9678577650854785402两倍初应力时读数(油表读数/尺读)(Mpa/mm)17.3814.7817.3814.7813.2611.2513.2611.25120971209013396133783(Mpa/mm)28273020202320251801801801801801801801804(Mpa/mm)282730202023202516201410181118135终应力时读数(油表读数/尺读)(Mpa/mm)55.8847.7355.8847.7342.1335.9642.1335.961801421631451681461681416(Mpa/mm)7工具夹片位移量(mm)初应力时夹片外露量14151415141514158终应力时夹片外露量11121112111211129位移量(序7-8)3333333310回油(安装)前油表读数55.8847.7355.8847.7342.1335.9642.1335.9611安装时应力偏差[序(10-5)/5]%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%12钢束理论延伸量(mm)587.2587.2589.2589.213千斤顶段钢束理论延伸量(mm)3333333314张拉束实际延伸量(序5-1+2-1-9-13)(mm)30227929129928731128730015安装时延长量[序(14-12)/12]%-1.06%0.48%1.49%-0.37%16油压表回"0"时尺读数(mm)17613816014016414216513617回缩量(序5-16-13)(mm)1102110218工作夹片外露量(mm)1212121219断丝滑丝及处理张拉部位及直弯束示意图无记录:质量员:监理工程师:年月日后张法预应力张拉记录表津市政C4-15工程名称西中环（一期）津塘公路~津塘二线段桥梁工程施工单位市政一公司结构单位箱梁构件编号腹板三（N1-5、N1-6、N2-5、N2-6钢束种类钢绞线钢束规格12Φ15.2钢筋弹模(Mpa)1.95千斤顶编号A:02,B:01油压表编号A:7404,B:0237锚具名称YJM15-12限位块槽深(mm)60设计控制压力Mpa1357.8张拉时强度Mpa/龄期52.4/10d张拉日期2010.9.29序号记录数据项目钢束编号N1-6N1-5N2-6N2-5钢束长度93.702m93.702m93.689m93.689m设计张拉力2281.1kN2281.1kN2281.1kN2281.1kN张拉端ABABABAB1初应力时读数(油表读数/尺读)(Mpa/mm)7.1997.1997.1997.19965557355883560482两倍初应力时读数(油表读数/尺读)(Mpa/mm)14.616.4314.616.4314.616.4314.616.43115921348715750114853(Mpa/mm)25332630203025361941801801801841801821804(Mpa/mm)253326302030253622222320162821255终应力时读数(油表读数/尺读)(Mpa/mm)49.1851.0949.1851.0949.1851.0949.1851.091571421661511631531481556(Mpa/mm)7工具夹片位移量(mm)初应力时夹片外露量14151415141514158终应力时夹片外露量11121112111211129位移量(序7-8)3333333310回油(安装)前油表读数49.1851.0949.1851.0949.1851.0949.1851.0911安装时应力偏差[序(10-5)/5]%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%12钢束理论延伸量(mm)586.6586.6590.9590.913千斤顶段钢束理论延伸量(mm)3333333314张拉束实际延伸量(序5-1+2-1-9-13)(mm)30827630528230627929729315安装时延长量[序(14-12)/12]%-0.44%0.07%-1.00%-0.15%16油压表回"0"时尺读数(mm)15313816314615914914515017回缩量(序5-16-13)(mm)1102110218工作夹片外露量(mm)1212121219断丝滑丝及处理张拉部位及直弯束示意图无记录:质量员:监理工程师:年月日后张法预应力张拉记录表津市政C4-15工程名称西中环（一期）津塘公路~津塘二线段桥梁工程施工单位市政一公司结构单位箱梁构件编号腹板三（N3-5、N3-6、N4-5、N4-6)钢束种类钢绞线钢束规格12Φ15.2（N3-5、N3-6）,9Φ15.2（N4-5、N4-6）钢筋弹模(Mpa)1.95千斤顶编号A:02,B:01油压表编号A:7404,B:0237锚具名称YJM15-12,YJM15-9限位块槽深(mm)60设计控制压力Mpa1357.8张拉时强度Mpa/龄期52.4/10d张拉日期2010.9.29序号记录数据项目钢束编号N3-6N3-5N4-6N4-5钢束长度93.684m93.684m93.679m93.679m设计张拉力2281.1kN2281.1kN1710.8kN1710.8kN张拉端ABABABAB1初应力时读数(油表读数/尺读)(Mpa/mm)7.1997.1995.337.145.337.1494558355774283602两倍初应力时读数(油表读数/尺读)(Mpa/mm)14.616.4314.616.4310.8912.7110.8912.711501051441321251131251243(Mpa/mm)25342036172717261801801801801861801861804(Mpa/mm)253420361727172630281325264226325终应力时读数(油表读数/尺读)(Mpa/mm)49.1851.0949.1851.0936.8337.7136.8337.711921451571401851351851436(Mpa/mm)7工具夹片位移量(mm)初应力时夹片外露量14151415141514158终应力时夹片外露量11121112111211129位移量(序7-8)3333333310回油(安装)前油表读数49.1851.0949.1851.0936.8337.7136.8337.7111安装时应力偏差[序(10-5)/5]%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%12钢束理论延伸量(mm)593.3593.3595.4595.413千斤顶段钢束理论延伸量(mm)3333333314张拉束实际延伸量(序5-1+2-1-9-13)(mm)29828629631131029629828915安装时延长量[序(14-12)/12]%-1.57%2.31%1.78%-1.41%16油压表回"0"时尺读数(mm)18814115413518113118213817回缩量(序5-16-13)(mm)1102110218工作夹片外露量(mm)1212121219断丝滑丝及处理张拉部位及直弯束示意图无记录:质量员:监理工程师:年月日后张法预应力张拉记录表津市政C4-15工程名称西中环（一期）津塘公路~津塘二线段桥梁工程施工单位市政一公司结构单位箱梁构件编号腹板四（N1-7、N1-8、N2-7、N2-8)钢束种类钢绞线钢束规格12Φ15.2钢筋弹模(Mpa)1.95千斤顶编号A:02,B:01油压表编号A:7404,B:0237锚具名称YJM15-12限位块槽深(mm)60设计控制压力Mpa1357.8张拉时强度Mpa/龄期52.4/10d张拉日期2010.9.28序号记录数据项目钢束编号N1-8N1-7N2-8N2-7钢束长度94.564m94.564m94.551m94.551m设计张拉力2281.1kN2281.1kN2281.1kN2281.1kN张拉端ABABABAB1初应力时读数(油表读数/尺读)(Mpa/mm)7.1997.1997.1997.19935454049705369522两倍初应力时读数(油表读数/尺读)(Mpa/mm)14.616.4314.616.4314.616.4314.616.43921031091141191141201123(Mpa/mm)28303029232326311801801801801801801801804(Mpa/mm)2830302923232631000020142719141515245终应力时读数(油表读数/尺读)(Mpa/mm)49.1851.0949.1851.0949.1851.0949.1851.091351241251381671251521626(Mpa/mm)7工具夹片位移量(mm)初应力时夹片外露量14151415141514158终应力时夹片外露量11121112111211129位移量(序7-8)3333333310回油(安装)前油表读数49.1851.0949.1851.0949.1851.0949.1851.0911安装时应力偏差[序(10-5)/5]%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%12钢束理论延伸量(mm)598.6598.6596.2596.213千斤顶段钢束理论延伸量(mm)3333333314张拉束实际延伸量(序5-1+2-1-9-13)(mm)31129730130930629229332015安装时延长量[序(14-12)/12]%1.57%1.90%0.30%2.82%16油压表回"0"时尺读数(mm)13112012213316312114915717回缩量(序5-16-13)(mm)1102110218工作夹片外露量(mm)1212121219断丝滑丝及处理张拉部位及直弯束示意图无记录:质量员:监理工程师:年月日后张法预应力张拉记录表津市政C4-15工程名称西中环（一期）津塘公路~津塘二线段桥梁工程施工单位市政一公司结构单位箱梁构件编号腹板四（N3-7、N3-8、N4-7、N4-8)钢束种类钢绞线钢束规格12Φ15.2（N3-7、N3-8）,9Φ15.2（N4-7、N4-8）钢筋弹模(Mpa)1.95千斤顶编号A:02,B:01油压表编号A:7404,B:0237锚具名称YJM15-12,YJM15-9限位块槽深(mm)60设计控制压力Mpa1357.8张拉时强度Mpa/龄期52.4/10d张拉日期2010.9.29序号记录数据项目钢束编号N3-8N3-7N4-8N4-7钢束长度94.546m94.546m94.541m94.541m设计张拉力2281.1kN2281.1kN1710.8kN1710.8kN张拉端ABABABAB1初应力时读数(油表读数/尺读)(Mpa/mm)7.1997.1995.337.145.337.1475608850666665222两倍初应力时读数(油表读数/尺读)(Mpa/mm)14.616.4314.616.4310.8912.7110.8912.71120125130113118125102983(Mpa/mm)26312233192317261801801801801801801801804(Mpa/mm)263122331923172619201619322027185终应力时读数(油表读数/尺读)(Mpa/mm)49.1851.0949.1851.0936.8337.7136.8337.711591621561591731491461326(Mpa/mm)7工具夹片位移量(mm)初应力时夹片外露量14151415141514158终应力时夹片外露量11121112111211129位移量(序7-8)3333333310回油(安装)前油表读数49.1851.0949.1851.0936.8337.7136.8337.7111安装时应力偏差[序(10-5)/5]%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%12钢束理论延伸量(mm)598.6598.6600.7600.713千斤顶段钢束理论延伸量(mm)3333333314张拉束实际延伸量(序5-1+2-1-9-13)(mm)28432126832730129626534215安装时延长量[序(14-12)/12]%1.07%-0.60%-0.62%1.05%16油压表回"0"时尺读数(mm)15515815315416914514312717回缩量(序5-16-13)(mm)1102110218工作夹片外露量(mm)1212121219断丝滑丝及处理张拉部位及直弯束示意图无记录:质量员:监理工程师:年月日