双壁钢围堰典型图2

分块示意图日 期比 例图 号施工组织设计第 张 共 张NS-01-0031:152000/03Ⅲ---ⅢⅢ---Ⅲ铁道部大桥工程局第二桥梁工程处墩钢围堰结构图（二）材料数量表编号规 格单(kg)重数量总(kg)重附 注B12B45990x6x57341617.73812941.84250x10x5113100.34323210.88140x10x572992.96403718.40161x10x574557.401836.80140x10x522372.618583.88782x10x5400331.4982651.92160x10x110013.8224331.6875X50X6,L=599034.14802731.204.3532139.20B6B7B13B8N8B14N2ⅠⅡⅡⅠⅡⅡⅡⅡⅡⅡB12N8N2B4B7B8B6N2B6B7B4N2B6B7B4N2B6B7B4B6B6B6B7B7 Ⅳ--ⅣN9B6B12B6B8B7B7B14B13B14B14B15B4B4B4B4N9N9N9N9N9N9N9N9N9N9N9N91545.60463.84N4N94.834.4632010430278.3675X50X6,L=76475X50X6,L=84875X50X6,L=782160x10x1225B1515.398123.1225398.524879.84小计合计小计施工科长总工程师项目负责人复 核设 计2000/031:15NS-01-002第 张 共 张施工组织设计墩钢围堰结构图（一）三汊河新大桥主桥基础铁道部大桥工程局第二桥梁工程处图 号比 例日 期顶节B（一节钢围堰）9268.8881158.614290x6x5734B16543.6580.88284.801545.60139.202138.401376.881511.042520.64782.807678.72161x10x574575X50X6,L=78675X50X6,L=84875X50X6,L=76475X50X6,L=4690140x10x5220140x10x5729700x10x5734392x6x53003988x6x5110合计小计N4 A节底B7小计N3N2N1B5B6B23B3B24.8332072.614.454.3526.7357.3762.96315.0897.85959.8424864328024888830262.80总(kg)重规 格编号（一节钢围堰）单(kg)重材料数量表数量附 注分块示意图5。B10上要开缺口，安装完后电焊密封。3。钢围堰平面上分为8块，本图仅示一块，各块结构相同。2。井壁及隔舱板要求水密。4。面板与加劲间75/150mm间断焊.焊缝高度：板厚δ=10mm,hf=8mm;1。本图尺寸均以毫米计。附注：ⅠⅠⅡⅡB6B7N2N1B8B1B9B2N2N2N2B6B7B6B7B11B5N5B3B23N78001000128132161X10X522065.978527.76788X10X4985308.3682466.881/2 302x10x385B114.5680364.80B10B9B8B512811000800B3B1B6B7B6B7B6B7B2B9N3B8ⅡⅡⅤⅤ Ⅳ--ⅣN3N3N3N3N3N3N3N3'N65.3975X50X6,L=94575X50X6,L=430N6N52.458080431.20196.0075X50X6,L=764N3'4.35834.80正反反正钢围堰结构图（三）铁道部大桥工程局第二桥梁工程处第 张 共 张施工组织设计图 号比 例日 期2000/03NS-01-004C（一节钢围堰）材料数量表Ⅴ---ⅤN6N1N5N6N1N5N6N1N5N6N1N5N6N1N5N6N1N5N6N1N5N6N1N5N6N1N5N6N1N5B10编号规 格单(kg)重总(kg)重数量附 注 Ⅳ--ⅣB5B11N6ⅤB6ⅡB6B16N110001281B23800N5B3N2B7ⅤB5B6N2B7ⅡB1B6Ⅲ---ⅢB810001281B23800B3N11N11'B7N11N11N11N11N11B7B18ⅠⅠB8B6B9B6N2B7B41-N4正1-N4反N21-N4正1-N4正1-N4反Ⅱ----ⅡⅢⅢ总(kg)重2408.162974.721377.6580.881448.72442.241500.00104.40249.76722.483013.361159.207108.243292.96B6140x10x5729161x10x5745140x10x5223782x10x29501050x10x511375X50X6,L=329075X50X6,L=76475X50X6,L=782225x10x511375X50X6,L=848合计顶节D小计N12N2N3N4小计反正B7B21B8B24B2257.4072.61181.09421.4418.754.354.4690.314.838024562408824816分块示意图1-N4反1-N4正1-N4反1-N4正1-N4反规 格250x10x51133290x6x5734编号B4B20材料数量表单(kg)重（一节钢围堰）100.34888.53数量2481-N4反1-N4正1-N4反1-N4正N2墩钢围堰结构图（四）铁道部大桥工程局第二桥梁工程处20076.4017063.04日 期比 例图 号施工组织设计第 张 共 张NS-01-0052000/03B201-N4反1-N4正附 注Ⅳ1-N4正N31-N4反1-N4反1-N4正N31-N4反Ⅳ1-N4反B10Ⅰ----ⅠⅡⅡⅡⅠB6N2B7ⅡB4B6N2B7B6B20N12N2B7ⅡB4ⅡB4B8Ⅲ---ⅢⅠ Ⅳ--ⅣB20B6B7B4B6B7B4B6B8B7N3B4N3N3N3N3N3N3B22B24B22ⅡⅡⅡⅡN6N1N5N1N5N1N6N6N1N5N1N1N5N6N6N1N5N6N5N5N1N6N6N6N5N1N1N5B10Ⅴ---ⅤN6N5B2136806.40B6B9B6B7B4B17B10N2规 格75X50X6,L=76475X50X6,L=469075X50X6,L=84875X50X6,L=78675X50X6,L=43075X50X6,L=240075X50X6,L=9452466.888788X10X4985308.36B101/2 302x10x385小计B11合计4.568031205.36364.80规 格4990x6x5734160x6x555885x10x5728392x6x5300140x10x5220140x10x5729700x10x5734161X10X5220161x10x5745B16节B6B7B9B8B17B23B5B3底编号4.18397.9497.85315.0857.3762.9665.9772.61322416816888单(kg)重1347.668数量N11376.882014.721055.52580.8866.883183.52782.802520.64小计N6N10正反N4 N2N11N5附 注总(kg)重10781.28编号37107.525902.16196.00431.20286.722138.40总(kg)重174.001545.605.394.354.834.482.4513.68808080644032026.73单(kg)重80数量1094.4附 注8N11'75X50X6,L=7864.4835.84需切肢分块示意图N10需切肢53255545分块拼接线分块拼接线分块拼接线分块拼接线1-N4正1-N4正1-N4反1-N4反1-N4正1-N4反1-N4正Ⅲ1-N4反N2Ⅳ1-N4正N31-N4反B101-N4反ⅣⅢ1-N4正1-N4正1-N4反1-N4反1-N4正1-N4反1-N4正Ⅲ1-N4反N2Ⅳ1-N4正N31-N4反B131-N4反Ⅳ1-N4正1-N4正1-N4反1-N4反1-N4正Ⅱ----Ⅱ1-N4反1-N4正Ⅲ1-N4反N2Ⅰ----ⅠN31-N4反1-N4正1-N4反B101-N4正1-N4正1-N4反1-N4反1-N4正1-N4反1-N4正Ⅲ1-N4反N2Ⅳ1-N4正N31-N4反B101-N4反ⅣⅢ1-N4正1-N4正1-N4反1-N4反1-N4正Ⅱ----Ⅱ1-N4反1-N4正1-N4反N2N31-N4反1-N4正1-N4反B10Ⅰ----Ⅰ45°161161508600016164410250/2250/210590101340134010134010134010106001350135013501340250/2250/2250/2250/2250/2250/213506000250/2250/213501350250/2250/26006441611350250/2250/210250/2250/269012X410390151530010010013001300130010001000500016115130013001001300508151612507X4505605733.410005000500010003001001007005601611510050814015161250/2250/2421.4100.05x521.28035733.42X1042.44X521.21042.45733.4521.2/22x928.21042.44X521.22x928.22X928.280802X1042.42X928.25x521.2100.0803521.2/255554535421.4453510350340106441300129034010250/2250/2129010101300250/2250/2250/2250/2101616443503300101611300250/2250/21300250/2250/2250/2250/2104506x44021010105733.41010104015350120012001100240045°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°45°521.2/2521.2/280805733.45x521.25105.1100.0521.2/2803554535521.2/2375.1421.45733.45x521.2100.0521.2/2803554535521.2/2421.45733.45x521.2100.0354580355800421.42X928.22X1042.42x928.24X521.21042.4521.2/2521.2/22X928.22x928.21042.44X521.22X1042.45733.45x521.25105.1100.0521.2/28034535521.2/2375.1421.45X464.12X928.289.02X1042.48080464.1/22x928.24X464.14X521.21042.45905733.45x521.2100.0354580355421.4设 计复 核项目负责人施工科长总工程师设 计复 核项目负责人施工科长总工程师设 计复 核项目负责人施工科长总工程师800800B182490x6x5110599.3084794.405105.18001-N4正1-N4反1-N4反1-N4正Ⅲ1-N4反N21-N4正1-N4正1-N4反Ⅳ1-N4反B101-N4反N31-N4正ⅣⅢ5733.45x521.25105.1100.0521.2/2803554535521.2/2375.1421.48005X464.12X928.289.02X1042.4464.1/22x928.24X464.14X521.21042.4Ⅰ----ⅠⅡ----Ⅱ 板厚δ=6mm,hf=6mm.R7300R7300R6500R6500R73003300R7300R6500R6500R730022.1775X50X6,L=3890N71773.6080R7300R6500464.1/255R7300B105105.15105.11:151:151:1580808080464.1/28080350270.8705.26116111113.4223152.1152.1270.8705.26116111113.4152.1152.122346048039310x4875356.493.4800270.8705.26116111113.4152.1152.1223223152.1611611705.2152.11113.4270.8 Baidu Nhomakorabea厚δ=6mm,hf=6mm.5。B13上要开缺口，安装完后电焊密封。4。面板与加劲间75/150mm间断焊.焊缝高度：板厚δ=10mm,hf=8mm;3。钢围堰平面上分为8块，本图仅示一块，各块结构相同。2。井壁及隔舱板要求水密。1。本图尺寸均以毫米计。附注：B235000600223611611705.21113.4270.8223611611705.21113.4270.88008004。面板与加劲间75/150mm间断焊.焊缝高度：板厚δ=10mm,hf=8mm;5。B21上要开缺口，安装完后电焊密封。 板厚δ=6mm,hf=6mm.附注：3。钢围堰平面上分为8块，本图仅示一块，各块结构相同。2。井壁及隔舱板要求水密。1。本图尺寸均以毫米计。4。面板与加劲间75/150mm间断焊.焊缝高度：板厚δ=10mm,hf=8mm; 板厚δ=6mm,hf=6mm.5。B10上要开缺口，安装完后电焊密封。附注：1。本图尺寸均以毫米计。2。井壁及隔舱板要求水密。3。钢围堰平面上分为8块，本图仅示一块，各块结构相同。4604803935356.410x487152.1152.122322393.43008701587039687039670015885x10x5728397.943183.52300870B17B4B4'130x10x511352.188417.44100.34250x10x51138802.721040三汊河新大桥主桥基础三汊河新大桥主桥基础三汊河新大桥主桥基础161B18B4'B915006808201015N11N117x450250508N2B9161508161B4'40007889854985B1019.2391.839219.211见图一注：底节C共3节注：底节A共1节注:顶节B共3节注:顶节D共1节152.1152.1B6B6B6