锻压机械结构CAD示意图

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业锻压机6600660046060002100370060002501450135014501650250预埋直径80的钢管7007502501000775150210025019350055529527545740031370205265255504001150730401908400332251407016987502503007575310752686801404307014070617757531030534636010440105295205415440340445543431203204030060235360250360359534027536060270360360655604534023513025545340360310预埋循环水管预埋循环水管1203205403602653433103807516514070R475预埋直径80的钢管预埋直径300的钢管50°50225225503902506002503003006803104405101604408040080050025071365080140706600701407061775753103432703036043054126155260552101353401455024550325440273503401752907029024534830516019036018512059013525030080040050025025012901360250900320025064025022002700215025025038004002502250-0.500%%p0.000-0.900-0.700%%p0.000-0.900-0.500-0.2620.5°?±?Â0.5°?±?Â0.5°?±?Â-0.100-0.2620.5°?±?Â0.5°?±?Â-0.5000.5°?±?Â-0.700-0.440-0.262-0.2600.5°?±?Â-0.260%%p0.000-0.500-2.700坑边顶部预埋钢板%%p0.000-0.500洞口四周预埋护边角钢待设备安装后用钢盖板1盖住设备吊装孔2.1mX3.0m楼梯洞口下2509004502506002501650250300340136372502000513300287487500810L1(1)L1(1) 200x4008@200(2)216;216WKL1(1)WKL1(1) 200x4008@100/200(2)216;21611CQ1CQ1CQ1CQ1CQ12503340CQ1CQ1CQ1CQ1CQ1CQ1CQ1CQ114@2002504025100C15垫层250222-214@20025040253502700%%P0.000-2.700100C15垫层2501001-11800-0.9001501167150108325012002503001200500250186370010030°30°C15垫层C15垫层C15垫层普槽20普槽20普槽20普槽14b普槽14b普槽14b普槽14b普槽14b普槽20100-0.500350288300300-1.350-0.262200150350145653430300262%%P0.0001003314@2002504025100C15垫层2503-3250300120050025046070010030°350450300300-1.350-0.100200300262%%P0.00010014@15012@1508@45025014@15012@1508@45030014@20014@20014@2008@45012@1508@45012@15014@15012@1508@45014@15012@1508@45012@1508@45014@15014@15012@1508@45030°1470250310340250162725740430360403602353602503603214@2002501153C15垫层14@20014@20014@20014@2008@45012@1508@45012@15014@20030°503404653602454414@2002504025100C15垫层2504-41800-0.7001501167150C15垫层20014@15012@1508@45025014@15012@1508@45014@20030°40mm厚钢板C15垫层C15垫层250300120050025046029010030°350450300300-1.350-0.100200300262%%P0.00010025016272501153C15垫层14@20014@2008@45012@1508@45012@15014@20030°C15垫层3852686753405514@2002504025100C15垫层2505-514@15012@1508@45014@15012@1508@450700%%P0.0001900300330%%P0.00017015590018017017025740C15垫层232108515065325014@200300-0.1001006614@20025059003502700%%P0.000-2.700100C15垫层2501006-614@15012@1508@45012@1508@45014@150混凝土板混凝土梁混凝土梁77A1+1/2 1:5001A2 1:10003A2 1:10004钢管标高-1.18014@200HW100X100C30二次浇灌非收缩混凝土40mm厚钢板1756011055017560110C30二次浇灌非收缩混凝土HW100X10040mm厚钢板C15垫层30°14@2001003005001001601701702001003502700-2.700100%%P0.0003502700-2.700100%%P0.0002400%%P0.0003003502700-2.700100%%P0.0003502700-2.700100%%P0.000%%P0.000-0.500%%P0.0007-7100200500300250500275124010088C30二次浇灌非收缩混凝土C30二次浇灌非收缩混凝土C30二次浇灌非收缩混凝土145C30二次浇灌非收缩混凝土C30二次浇灌非收缩混凝土C30二次浇灌非收缩混凝土C30二次浇灌非收缩混凝土80mm厚混凝土板30°14@200C30二次浇灌非收缩混凝土100262178238100300262%%P0.000300C15垫层%%P0.00010028061715019320050055544020016434521008-899C30二次浇灌非收缩混凝土14@200C30二次浇灌非收缩混凝土100262238100300262%%P0.000300%%P0.0001002806171501934521009-94536017036031011711451280343-0.1003103430.5°?±?Â0.5°?±?Â30°1010CQ1CQ1CQ1CQ1CQ1CQ1-5.900-3.200-5.900-6.700-6.700A2 1:1000514@20025027253503200%%P0.000-3.200100C15垫层25010010-1014@15012@1508@45012@1508@45014@1501007300混凝土板混凝土梁混凝土梁3002525300111114@2002503503200%%P0.000-3.200100C15垫层25010011-1114@15012@1508@45012@1508@45014@1501003000混凝土板混凝土梁混凝土梁混凝土梁282530025253002225121214@20025040503503200%%P0.000-3.200100C15垫层25010014@15012@1508@45012@1508@45014@150100混凝土梁混凝土板250425012-126001265集水坑1265X600X80025055028502501400250150025013402505000250640A2+1/4 1:50021225675502325427514756061503200锻压机基础平面图一锻压机基础平面图二4、附加筋如图设置，构造详见《11G101-1》。3、未特殊注明的屋面层梁顶标高为 H=0.000m。梁钢筋保护层厚度：20mm。框架抗震等级：四级。2、除贴柱边的梁外，其它未注明的梁位置均沿轴线居中布置。1、梁混凝土强度等级为C30。钢筋 HPB300(),HRB400（）。梁说明：主梁于主次梁交接处次梁两侧均附加3道箍筋，箍筋大小及肢数同主梁箍筋，间距@50。5、梁配筋图按国标11G101-1绘制，梁钢筋的锚固长度，大样均详该图集。6、梁上有预埋板时，参考主次梁做法在预留板两侧设置加密箍。7、其余未尽之处详结构设计总说明及11G101-1图集。基坑%%P0.000梁配筋图基坑%%P0.000板配筋图8、平面图中洞口及板面标高变化处板筋截断。6、板筋在边支座锚固时，应伸向该支座的外边缘，再作直(弯)钩。9、图中所注负筋长度表示标注一侧（梁中心起算）钢筋直段总长。7、楼板施工时，需配合设备预留孔洞，不得事后打洞。1、板混凝土强度等级为C30。钢筋 HPB300(),HRB400（）。板钢筋保护层厚度：15mm。3、未特殊注明的板顶标高为 H=0.000m。4、未特殊注明的板厚均为120mm。5、楼板的预留及预埋详各相关专业施工图。2、板面活荷载：0.8KN/m2。10、其余未尽之处详结构设计总说明及11G101-1图集。4、附加筋如图设置，构造详见《11G101-1》。3、未特殊注明的屋面层梁顶标高为 H=0.000m。梁钢筋保护层厚度：20mm。框架抗震等级：四级。2、除贴柱边的梁外，其它未注明的梁位置均沿轴线居中布置。1、梁混凝土强度等级为C30。钢筋 HPB300(),HRB400（）。梁说明：主梁于主次梁交接处次梁两侧均附加3道箍筋，箍筋大小及肢数同主梁箍筋，间距@50。5、梁配筋图按国标11G101-1绘制，梁钢筋的锚固长度，大样均详该图集。6、梁上有预埋板时，参考主次梁做法在预留板两侧设置加密箍。7、其余未尽之处详结构设计总说明及11G101-1图集。设备坑梁板配筋图板说明：1、板混凝土强度等级为C30。钢筋 HPB300(),HRB400（）。板钢筋保护层厚度：15mm。3、未特殊注明的板顶标高为 H=0.000m。4、未特殊注明的板厚均为120mm，双层双向8@200。2、板面活荷载：0.8KN/m2。1313A2 1:1000614@2002503503200%%P0.000-3.200100C15垫层25013-1314@15012@1508@45012@1508@45014@15010030001500-3.200-3.20014@15012@1508@4502700-3.200350100-5.900250126514@15012@1508@4502700-3.200350100-5.90025097514@200C15垫层14@200C15垫层1414坑壁顶部四周预埋L100X100的角钢坑壁顶部四周预埋2100X3000100材质：Q235B5253200525525600钢盖板17 100/100525600600600100150L50X58@2006护边角钢节点所有地坑、洞口都做地沟顶板开洞时，洞口上下都做>300100100施工缝3mm钢板止水带基坑侧壁施工缝150150416侧壁顶端加强筋大样基坑侧壁转角节点21435d4321t2+35dt1+35d35d3基坑侧壁基坑侧壁t2t1基坑底板转角节点21435d4321t2+35dt1+35d35d3基坑侧壁基坑底板t2t1416416AA100250600250100600350100350-5.900-6.50010060014@20012@15014@200集水坑基坑侧壁60%%dA-A-0.7505150-3.900-3.900-4.500-3.500爬梯爬梯-5.900CQ1-4.700-5.7002506800250640800CQ1-3.200-7.000-6.100-6.10010030°2002501000250-3.2002700-3.20014@20030°12@1508@45014@1501003504700%%P0.000-4.700C15垫层2503503900%%P0.000-3.90010014@15012@1508@450100200014@200551502851502851502851502851505520076743150HW150X150共5个200125070020014@200C15垫层25014-1412@1508@45014@15014@15012@1508@4502700-3.200350100-5.900250126514@15012@1508@4502700-3.200350100-5.900250975C15垫层14@200C15垫层坑壁顶部四周预埋L100X100的角钢坑壁顶部四周预埋L100X100的角钢100270014@20030°12@1508@45014@1501003504700%%P0.000-4.700C15垫层60006000100250-6.700600600集水坑600X600X800-5.900-5.900集水坑1575X600X8006001575-6.700600600集水坑600X600X800260013505‰-4.400-3.300-3.300-3.300-4.40031002502000100600250550715200143520014352001265250100875200105020015752501000250CQ1CQ1250700L1(1) 250x5008@200(2)216;218WKL3(1) 250x5008@100/200(2)218;220218+216WKL1(1) 300x6008@100/200(2)216;525416416WKL4(1) 250x500N4128@100/200(2)218;225218+216WKL2(1) 300x6008@100/200(2)218;525218+216218+216232528252300141530006751335765801513400200WKL3(1)25002575-0.500-0.6004508002004502857152600-0.6002507504550395070041002200132525752700150023252825230014153000675133576580151340020025002575150010108@20010108@10010108@2008@1508@15010108@2009109108@10010108@2008@1508@1509808@20094010@2008@15088088012@20010208@2009808@2009009008@1008@1508@1509808@20090010@1259808@2009808@2008@1508@1508@1508@1509109108@10010108@20010108@2001415混凝土梁250225025023258@60012@20012@2008@60012@20012@2008@60012@20012@20020014352001435200126510035011001500-3.30010035015008@60012@20012@2008@60012@20012@200200105020015751000250100-4.4008@60012@20012@2008@60012@20012@2008@60012@20012@20010035011001500-3.30010035015008@60012@20012@2008@60012@20012@200-4.400-3.200200143520014352001265200105020015751000250100格栅板格栅板格栅板格栅板格栅板格栅板-0.600-0.600-0.600-0.600-0.600-0.600-0.600-0.6006007005‰5‰-6.100200200600700-3.900沉渣井3%3%8001000250200接入备用水池管道，DN250