某小区结构方案设计全套CAD图

1:100基础平面布置图JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-1JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2JC-2|b8@1608|b8@1607|b10@1606|b10@1605|b10@1203|b8@1602|b8@2001KL6KL7KL8LL1KL1KL1LL2KL2KL2KL6KL7KL810205001200200102050012002004200102050012002003300102050012002004200125087766650@1002500@200650@1001550010203116406401250106788650@1001600@200650@1001550010203116406401250109710779966650@1002500@200650@10015500102031112508675001020311125087766650|a8@1002500|a8@200650|a8@1001550010203226406401250106788650@1001600@200650@1001550010203226406401250109710779966650@1002500@200650@10015500102032212508775001020322125087766650|a8@1002500|a8@200650|a8@1001550010203226406401250106788650|a8@1001600|a8@200650|a8@1001550010203226406401250109710779966650|a8@1002500|a8@200650|a8@1001550010203221250867500102032212001211111010650|a8@1002500|a8@200650|a8@10015500102032264064012001311501371113131212650|a8@1001600|a8@200650|a8@100155001020322640640115013120013911111114141010650|a8@1002500|a8@200650|a8@100155001020322120012611500102032212001211111010650|a8@1002500|a8@200650|a8@10015500102042264064012001311501361113131212650|a8@1001600|a8@200650|a8@100155001020522640640115013120013911111114141010650|a8@1002500|a8@200650|a8@100155001020522120012611500102052215151515650|a8@1002500|a8@200650|a8@10015336406406141616650|a8@1001600|a8@200650|a8@10015446406409141515151515156502500|a8@100650|a8@10015446145530002280022800|a8@200228002280022800230002.20028005.00028007.800280010.600280013.400280016.2001:501122()400400113()3()3|b203|b2023344()400400455()5()3|b163|b1655400400543|b163|b164002506688()1569()3677()2|b14810()10400250771111()66()36711()2|b144002509963672|b14101040025010101212()69()361111()2|b141213()1640025013131136112|b144002501414636112|b14131640025015151616()69()361414()2|b12柱钢筋表编号钢筋简图规格长度根数重量1|b2032402040202032680330330156041936128382038207724|b2062270600287027562622702702540104总重1525梁钢筋表编号钢筋简图规格长度根数重量66362404770501028578630012040300126401518063001620192028961841804180119100362006200461184270120402701258010112642701570184012136427502750171462360120403601276040154261803301260212总重1011主材汇总表807615788252074总重807总重1904钢筋(KG)混凝土柱 10.879梁 6.3001240|a8@100|a8@1201240|a8@100115011502360X3630洞|a8@12010901090|a8@1200@10013001300490JCL1JCL3JCL4JCL5|a8@12012401240|a8@1009006009006009006009006009001000600ABCD|a8@200|a8@200|a8@200|a8@200|a8@200|a8@100|a8@100|a8@100|a8@100|a8@100|a8@100|a8@100|a8@100|a8@100|a8@100|a8@100|a8@100JCL1JCL2JCL3JCL4JCL5底层结构布置图1:100JCL7JCL8JCL6ZL8ZL6ZL8ZL6ZL812401240LL3LL4LL5LL1LL2LL3LL4LL5-1.500|a12@100|a12@20012JC-1-1.500|a12@120|a12@12021JC-2TB-1 分布筋|a6@300|a8@200|a8@200|a8@2002.200C-35130041701400140017037013002701：251：50|a8@200|a8@200|a8@200|a8@200|a8@2001：301：302|b142|b10|a8@200 1：106@1003.1503318126@2008@1006@20ቤተ መጻሕፍቲ ባይዱ3701000300100100100100600100 1：25|a6@1502|b122|b12|a6@1501240|a8@1201090|a8@1201150|a8@1001150490|a8@1201090休息平台配筋JCL2 250X400JCL2 250X400JCL6 250X400平台梁配筋雨蓬配筋KL3KL4KL5KL3KL4KL5|a8@100|a8@1002360X3630洞2360X3630洞KZ1KZ1LL5KZ1LL4KZ1LL3KZ1LL2KZ1LL1KZ1LL1LL2KZ1LL3KZ1KZ2KL5KZ2KL4KZ2KL3KZ2KL2KZ2KL1KZ2KL1KZ2KL2KZ2KL3KZ2KL4KZ2KL4KZ2KL3KZ2KL2KZ2KL1KZ2KL1KZ2KL2KZ2KL3KZ2KZ2KL5KZ2KL4KZ2KZ1LL5KZ1LL4KZ1LL3KZ1LL2KZ1LL1KZ1LL1KZ1LL2KZ1LL3KZ1LL4KZ1LL4KZ1LL5KL5KL5LL5KZ1KZ2KZ2KZ1KZ1KZ2KZ2KZ1B1B2B3B5B4B7B6B8B2B4B6B9B10B11KJ A-D配筋图1200120012001200900900140014003000480026004800360036004800260048003000300048002600480036005640042003300420011700420033004200117003000480026004800360036004800260048003000300048002600480036005640042003300420011700420033004200117003000480026004800360036004800260048003000300048002600480036005640030004800260048003600360048002600480030003000480026004800360056400200200200200200200200200300200700100100200300240100260042001002007X270=18903008X175=140045045020022151515151515JCL1JCL3JCL4JCL5JCL1JCL3JCL4JCL5JCL61:201:201:201:201:201:201:201:201:201:20说明：基础混凝土的标号为C20,垫层混凝土为C15。钢筋选用1级钢筋。保护层厚度为50mm.保护层厚度为35mm.纵向钢筋选用2级钢筋，箍筋选用1级钢筋。梁、柱混凝土的标号为C20，说明：说明：1.板的混凝土的标号为C20，钢筋选用1级钢筋。板的厚度为100mm，2.楼梯板的混凝土的标号为C20，保护层厚度为20mm，钢筋选用1级钢筋。3.雨篷的混凝土的标号为C20，钢筋选用2级钢筋。梁纵向钢筋选用2级钢筋，箍筋选用1级钢筋。36003600360036003001050210010501050105010501001002600100100260003516516535165165353527002700420042003001050210012001200165165165350350100100300010010020003535353516512001200120012009009001400140030004800260048003600360048002600480030003000480026004800360056400420033004200117004200330042001170030004800260048003600360048002600480030003000480026004800360056400300200700100100200300240100260042001002007X270=18903008X175=140045045020042003300420011700420033004200117003000480026004800360036004800260048003000300048002600480036005640030004800260048003600360048002600480030003000480026004800360056400200200200200200200200200353516516535165165352600010010026001001001050105010501050210010503003600360036003600165353535352000100100300010010035035016516516512001200210010503004200420027002700