《《施工组织设计》沟峪河连续梁墩顶标高推算123.xls》由会员分享,可在线阅读,更多相关《《施工组织设计》沟峪河连续梁墩顶标高推算123.xls(1页珍藏版)》请在taowenge.com淘文阁网|工程机械CAD图纸|机械工程制图|CAD装配图下载|SolidWorks_CaTia_CAD_UG_PROE_设计图分享下载上搜索。
1、沟沟峪峪河河连连续续梁梁墩墩顶顶标标高高推推算算结结果果支座(CKPZ)墩号垫石高度(m)砂浆垫层高度(m)梁底钢板外露高度(m)支座高度(m)梁体高度(m)无碴轨道高度(m)轨底标高(m)推算墩顶标高(m)原墩顶设计标高(降5cm后)原墩顶设计标(m)差值(m)梁底标高ZX支座(左线)5280.3180.0250.0120.2353.250.684357.11352.586352.786352.8360.2353.176DX支座(右线)0.4180.0250.0120.1353.250.684357.11352.586352.786352.8360.2353.176GD支座(左线)5290.
2、3390.0250.0160.213.250.684357.24352.716352.916352.9660.2353.306HX支座(右线)0.2940.0250.0160.2553.250.684357.24352.716352.916352.9660.2353.306ZX支座(左线)5300.2940.0250.0160.2553.250.684357.432352.908353.108353.1580.2353.498DX支座(右线)0.3390.0250.0160.213.250.684357.432352.908353.108353.1580.2353.498ZX支座(左线)5310.3180.0250.0120.2353.250.684357.563353.039353.239353.2890.2353.629DX支座(右线)0.4180.0250.0120.1353.250.684357.563353.039353.239353.2890.2353.6290.176j是钢轨高度