铁路T梁预制工程量统计表每片

每片T梁预制资料数量统计表序号资料名称规格使用部位单位边梁种类32.6m直32.6m曲24.6m直24.6m曲1C55梁体m353.7153.7137.9537.952混凝土C40细石纤维保护层m33.863.862.912.913C55补偿缩短纵向封锚m30.17340.17340.11760.11764Φ16HRB400桥面板kg1187.1241187.124899.336899.3365共计t1.21.20.90.96梁体kg2813.0122813.0121874.9241874.9247Φ12HRB400桥面板kg787.565787.565593.156593.1568共计t3.63.62.52.59横向联系预埋kg219.500219.500221.200221.200φ20HPB300板10t0.220.220.220.22共计11梁体kg260.923260.923196.755196.75512钢筋桥面板kg835.158835.158634.850634.85013φ10HPB300定位网kg28.13528.13520.63220.63214T钢加强筋kg60.560.549.549.515共计t1.21.20.90.916梁体kg475.719475.719361.543361.54317纵向封锚kg10.310.38.08.018φ8HPB300桥面板kg9.9389.9387.9507.95019定位网kg211.436211.436134.692127.32620共计t0.70.70.50.521钢绞线7Φs15.21860纵向预应力t2.8153.2651.4651.63722梁体kg2148421484151801518023保护层kg1197119790290224纵向封锚kg67.6367.6345.8645.86水泥25共计t22.7522.7516.1316.1326纵向管道压浆kg1922.771922.77949.14949.1427共计t1.921.920.950.9528梁体kg429742973036303629粉煤灰F类Ⅰ级保护层kg46346334934930纵向封锚kg67.6367.6345.8645.8631共计t4.834.833.433.4332梁体kg4006840068283112831133细骨料系统砂保护层kg304230422293229334纵向封锚kg139.07139.0794.3294.3235共计t43.2543.2530.7030.7036梁体kg12031120318501850137粗骨料5-10mm保护层kg77477458358338纵向封锚kg36.9036.9025.0325.0339共计t12.8412.849.119.1140梁体kg4812448124340033400341粗骨料10-20mm保护层kg309430942333233342纵向封锚kg147.60147.60100.10100.1043共计t51.3751.3736.4436.4444梁体kg28428420020045减水剂HD-SS6聚羧酸标准型保护层kg2222171746纵向封锚kg0.940.940.640.6447共计kg30730721821848聚丙烯纤维15×12保护层kg3.93.92.92.949膨胀剂AEA纵向封锚kg4.164.162.822.8250压浆剂TW-CS纵向管道压浆kg214.12214.12105.70105.7051聚氨酯A料kg10107.57.552防水涂料B料kg10107.57.553混凝土垫块35mmC55个12401240860860每片T梁预制资料数量统计表序号资料名称规格编制：复核：54M15-1355纵向预应力M15-1056M15-9锚垫板57M15-858M15-759M15-1360纵向预应力M15-1061M15-9螺旋筋62M15-863M15-764M15-1365纵向预应力M15-1066M15-9工作锚67M15-868M15-769夹片锚15-470横向预应力夹片锚15-371锚垫板低回缩夹片锚15-472低回缩夹片锚15-373横向预应力M15-474螺旋筋M15-375夹片锚15-476横向预应力夹片锚15-377工作锚低回缩夹片锚15-478低回缩夹片锚15-379工作夹片与工作锚配套80低回缩工作夹片与低回缩工作锚配套81预埋支座钢板600×710×20Q23582500×640×16Q23583预埋支座板M×t=33×340Cr调质84螺栓M×t=30×340Cr调质85预埋支座板锚筋HPB300φ12200mm86P-1360×10×370Q23587横向连结P-2360×10×370Q23588预埋钢板P-3310×10×370Q23589P-4310×10×370Q23590金属桥牌P-9290×178×391M8螺栓100mmQ235（铝合金）92M8螺母Q23593φ125PVC管壁厚8mm94泄水管φ131PVC管盖95φ125PVC弯头壁厚8mm96不等边角钢100×80×82.1m长97预埋T钢T195×300×10×1698高聚物改性沥青32.6m×1m×4.5mm99防水卷材24.6m×1m×4.5mm100基层办理剂高聚物改性沥青101接地端子L型

使用部位纵向预应力纵向预应力纵向预应力左侧边梁横向预应力右侧边梁横向预应力横向预应力左侧边梁横向预应力右侧边梁横向预应力纵向及左侧边梁横向预应力右侧边梁横向预应力架梁安装支座端头及跨中横隔板预埋梁端伸缩缝挡砟墙桥面防水层桥面防水层

单位边梁种类32.6m直32.6m曲24.6m直24.6m曲审核：日期：个8个8个8个4个1010106个88个8个4个1010106个88个8个4个1010106个4444个14141010个4444个14141010个4444个14141010个4444个14141010个4444个14141010个208232148160个58584646块22块22个88个88根18181818块1111块1111块4444块4444个1111个4444个4444个101088个101088个101088个2222个22221818卷2.32.300卷002.32.3kg27.3827.3820.6620.66个1111每片T梁预制资料数量统计表序号资料名称规格使用部位单位边梁种类32.6m直32.6m曲24.6m直24.6m曲接地端子102直型个2222说明：1.该数量表依照通桥(2016)2101系列图纸统计。2.表中数量为设计数量，