完整复杂的底框结构全套cad施工设计图纸

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1托6底框结构住宅楼结构设计cad施工图

136002270033000426005130062600733008300933001039001126001227001333001433001539001626001727001833001930002054000A1500B600C300D3300E1800F4500G900H1500J3000K1740012001800120012001200300120018001200120012001200180027001800270027002700270012001200120012001200300120018001200120012001500(4 12)1802-21-1350350250@4004322503%%13065215220614-43-3220%%130625032504@400235125617.卫生间、厨房现浇板板顶标高分别为5.980、8.780、11.580、14.380、17.180。8.楼面3.460、17.260。9.楼面预制板板顶标高分别为6.030、8.830、11.630、14.430、17.230。240）屋（圈面梁楼（沿240墙均设）240 6@2504 12GZ-1(2)GL-31:30240 6@2504 14%%1306@2502%%13010楼梯2600L-4L-3L-3L-5316001800(3200)500(WTL-1)YTL-11500EF70012030120500 %%13062@2006屋接楼（13053%%13118(3%%13120)）面圈梁2500211%%1311632%%13084@100 %%130613%%13118(3%%13120)50350接圈梁（屋）面楼AYTL-2B(WTL-2)7006001201800(3200)1203015001%%131166 %%1306@2003245002%%130

非常全的桥梁结构cad施工设计图纸

123313x8 预制顶模8x8支承中心线551:2513x8 预制顶模顶板后浇部分553123中板边板1:25顶板后浇部分8x881055支承中心线1:25半立面(中板)中板半平面1:25线心承支中D8cm锚栓孔D8cm锚栓孔梁中108心线注:..1.本图尺寸单位均以厘米计`1:25边板半平面.2预制顶模顶面要求粗糙,使其与顶板后浇部分结合良好,共同受力`16m跨正交板一般构造图D8cm锚栓孔板Xref a3tk12101591592315971623231591271613931919121251550/21550/21596/21596/28010180575LL149+L101225252557580101191912131219191215313910116712159578023238/21550/21595220152123313x8 预制顶模8x8支承中心线551:2513x8 预制顶模顶板后浇部分553123中板边板1:25顶板后浇部分8x881055支承中心线1:25半立面(中板)中板半平面1:25线心承支中D10cm锚栓孔D10cm锚栓孔梁中108心线注:..1.本图尺寸单位均以厘米计`1:25边板半平面.2预制顶模顶面要求粗糙,使其与顶板后浇部分结合良好,共同受力`D10cm锚栓孔板

混凝土框架结构CAD示意图

14001400140014001%%132201%%132201:20LZ1%%132161%%13216%%1308@100/2004%%13218300X300KZ11LZ1.次梁在主梁搁置处及梁交叉处附加箍筋均为2x3%%130d@50(d为主梁箍筋直径);未注明吊筋为2%%13212。3.梁腰上预留洞加固做法详见总说明。2.未注明梁定位为与柱边平或居中轴线。附注：N4%%13212%%13010@100(2)6%%13225 2/4N4%%13212%%13010@100/150(2)6%%13222 2/4%%13010@100/200(2)4%%132204%%132202%%13225+2%%132207%%13225 4/34%%13225/2%%132202%%13225+2%%132222%%13225+1%%132204%%132257%%13222 2/56%%13222 4/25%%13222 3/2300x600N4%%13212%%1308@100(2)2%%13222+2%%13225300x600N4%%13212%%1308@100/150(2)4%%132227%%13222 2/57%%13222 2/54%%13225%%1308@100/150(2)3%%132254%%13225/2%%132204%%13225/2%%132206%%13225 4/25%%13225 3/26%%13225 4/22%%13225+2%%132204%%132203%%132203%%132206%%13222 2/42%%13220+3%%13218 3/26%%13220 4/25%%13220 3/25%%13218 3/2L8(1) 200x350%%1308@200(2)2%%13218;3%%1321

砖混型底框抗震墙建筑cad施工图纸

R三层平面图公寓二层平面图办公办公车间一层平面图办公上人屋面公寓公寓公寓公寓公寓公寓公寓公寓公寓公寓公寓公寓公寓办公办公公寓公寓公寓公寓贮藏贮藏车间车间1:1251:1251:125231/21/31/51/61/71/81/101/131/151/161/171/181/201/201/182/172/161/151/131/101/81/71/61/51/31/2231/21231/61/17五层平面图1:1252322公寓公寓公寓公寓公寓公寓公寓公寓公寓公寓公寓1:125四层平面图2/12/111/121/221/221/122/112/11/21231/21/31/51/61/71/81/101/131/152/162/171/181/201/12/62/71/161/172/221/112/122/121/111/112/122/B1/B2/B1/B1/B2/B1/B2/B1/E1#楼梯1#楼梯1#楼梯2#楼梯3#楼梯3#楼梯1/E1/F3/F3/F1/F1/E2/E1/D1/D2/E1/D2/E1/E1/F3/F2/E1/D3/F1/F1/E3/F1/F1/E2/E1/D1/F3/F1/E2/E1/D1/D2/E1/E3/F1/F1/D2/E1/E1/F3/F2/121/112/221/171/162/72/61/1公寓公寓公寓公寓公寓公寓公寓22231:125六层平面图4#楼梯4#楼梯5#楼梯4#楼梯六层屋面平面图1:12523221/12/62/71/161/172/221/F2/E1/D1/F2/E1/D1/F1/F1:125六层屋面装饰平面图公寓2/F4/F4/F2/F4/F2/F4/F2/F公寓公寓公寓1/D2/F1/E1/B1:1251-1剖面图1:1252-2剖面图1/

2层底框住宅建筑结构全套图纸

0.51.1.1.51.59.14.1-1楼层结构标高－0.130楼层建筑标高-0.130B3300-112336004200420043600347003600300756一层剪力墙结构图1:100A4700113600360089102780044001140CD210051004700EH36003300F4600-1G1050结构层标高FL-1290300300(1200)3%%13120(3%%13122)300(1200)300663%%13122(3%%13125)6HL-1(WHL-1)6%%C8@1004975楼层建筑标高-0.130JYKBa3661(2块)2%%c12270-4502%%c12270-4502%%c12YKBa3652(3块)YKBa3661(2块)%%C8@200270YKBa3652(8块)3200%%1308@100YKBa3661(1块)YKBa3652(5块)%%1308@180680%%13010@200YKBa4252(2块)YKBa4261(6块)YKBa3661(6块)YKBa3652(2块)2001YKBa4252(2块)YKBa4261(6块)YKBa3661(6块)YKBa3652(2块)950%%1308@1509001:20123360090050050078910456360033003470036001-36003600-1300900900%%1308@180%%1308@180380%%1308@200950490%%1308@150380%%1308@150YKBa3661(2块)580L-1a%%1308@180680%%1308@200680%%1308@200680%%1308@200YKBa3661(4块)1:100五层结构平面图BA113500HL-1结施162004.0522五层结构平面图%%1308@2

4200平米8层框架结构住宅楼全套建筑设计CAD图纸（带阁楼层）

0.51.1.1.51.59.14.1-1建筑电气给排水结构暖通~~0.6002.4005.2008.00010.80013.60016.40019.20019.90025.30024.500-0.600餐厅1洞卧室客厅洞2卧室卫生间厨房卧室上卫生间卧室2洞单元A''客厅1单元A''客厅洞1洞卧室2洞2洞餐厅厨房上餐厅厨房上 -0.450卫生间卧室洞2卧室2洞-0.600单元A''客厅单元A'客厅洞1卧室洞2上厨房餐厅厨房上 -0.450卫生间卧室洞21洞2洞洞2卧室单元B300150250450390390180018001000180010001800100060018001000800180036001800100010009001278090015002100150060021001000150012001200105014005505501500105015001500105010501050105010501400950800550800950550900105015001050150010501278021001500105010501050105014008008001050150010502409001200240105024010501050225010502401050240225055015002402401500150026503900185022504900265039003900390036003900120360025003600390036003600250026503600490042003600295025009002100360015000155401200105026001000222021001050105010501050950550厨房2洞卧室洞2卧室客厅卧室卧室单元B1洞

多层建筑砖混和底框结构cad详细设计施工图

48001/C标高 H=4.170二层结构平面布置图103300121/D51001800F1/1213153300135013501125501425501800楼梯20135019181/17255033001350161725503300楼梯1500600330010标高 H=10.770屋面层结构平面布置图135011121/1225501350131425503300171516330025501/1718191350135025504800180060051001800楼梯楼梯203300750100010007507508008008006508008001000100065010006505005001200A标高 H=7.000,9.800,12.600,15.400三~六层结构平面布置图212126002400B4200C4500D2100EF222700231/223600300025260024270036002530001/241/232/242928260027261/2536003000360030001/221/262/25373635341/33332/323231302936003736003000360030001/351/342/33333000300036001/321/311/302600270026002700260026002700260027002600260027002600270026007Y-KB366-33Y-KB366-34Y-KB306-33Y-KB305-33Y-KB305-34Y-KB306-37Y-KB366-33Y-KB366-32400240018002号楼梯2号楼梯2号楼梯2号楼梯105010501050105010501050%%c 10@125t%%c 10@175th=120mm50050050050050

底部框结构住宅建筑cad设计图纸

1-10.51.1.1.51.59.14.建筑电气给排水结构暖通另详楼梯高处箍筋间距100mm)GZ16024060115011502404%%13010%%1306@2501000%%1306@200(基础,钢筋搭接,圈梁节点450mm或1/6层6060马牙槎%%1306@5004%%130143006024015060240水平筋错一皮砖%%1306@500150606024010001701302406%%13010%%1306@250300170%%1306@2502404%%130101201201301307%%1308@200%%1308@1807A117004200B2100C30001/C2400GZ219182225261:10080mm）（现浇板厚均为四层结构平面图273033353433003300420042003300GZ2400%%1308@2004006%%1306@12518%%1308@200510470%%1306@200171620%%1308@200GZ118GZ319GZ3GZ2186171620GZ2GZ318GZ3GZ245000420042003300330066GZ2GZ3GZ2GZ3GZ3GZ3GZ2GZ2384142420042003300GZ266GZ2GZ3GZ3GZ3GZ3GZ1AGZ1GZ1151313%%1308@200131313%%1306@100108*YKBa42622*YKBa42523*YKBa33624*YKBa335210111110GZ1GZ213412%%1306@125760%%1308@20011GZ113650%%1308@1256505141111111010GZ15GZ4GZ1554*YKBa27521*YKBa27624*YKBa36625*YKBa3652GZ2GZ29GZ1GZ18

2层底框建筑cad结构设计全套CAD图纸

完整复杂的底框结构施工设计图(全套)

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0.51.1.1.51.59.14.1-1强-中风化泥质粉砂岩面梁底加设两块钢筋片网.双向桩身剖面图B5001000A%%1308@10040d柱纵筋伸入桩内不少于(d为框架柱纵筋最大直径)1扩大桩身ACD螺旋箍%%1308@200螺旋箍%%1308@1001E或 JLJLL（此标高用于3.000-0.300ZJ-2A ZJ-5A ZJ-6A ZJ-7A)均须进行施工勘探.如发现异常情况须会同本基础采用大直径人工挖孔桩.以强-中风化泥质砂岩为持力层，人工挖土时每挖安装护壁钢模板浇灌混凝土护壁,桩身采用混凝土, 级钢筋浇筑,混凝土保护层厚为C20 级钢筋浇筑,混凝土保护层厚为放内环一个,桩内钢筋主筋伸入承台倍主筋直径，伸入桩身不小于 ( 为桩身直径）B(MM)A(MM)C桩基编号护壁大样10070泄水孔100C%%13010@2001-110070100501000ZJ-6 ZJ-6AZJ-7 ZJ-7AZJ-2 ZJ-2AZJ-5 ZJ-5A%%1308@200螺旋箍(23%%13014)12%%13014ZJ-1ZJ-3ZJ-4750550基础设计说明:根据地质资料报告.250150350450挖孔桩的施工容许偏差,桩心直径焊成通长钢筋笼,钢筋笼内值同有关人员进行处理. 保证桩端进入基础5:7:6:9009009009009009009001:3:2:4:01.0M(%%130),-50,+50(%%131)D=(%%131) =2200KP强-中风化泥质砂岩层q30qK所有桩2Ma.%%13010>0.5m.150011007003005009000桩表(MM)DE扩大端直径桩表护壁大样桩身剖面图桩与柱形心重合.扩大部份不设护壁钢筋主筋和箍筋强-中风化泥质砂岩桩端极垂直度容许偏差为 :35MM.1/200,12090200240140160180并设置十字拉接筋.50MM,5D桩长按实. 桩内D.240020001600120090014001800(MM)(MM)320480400400ZJ-219783218092176323000140051479410003600159514052100130021002800145018001410030006002800600150070050090012001000800210012001300120026002650145065016001500300014002100130016001450650210013001500130012001500210090014001500300060029001300210013001500120014001500300060021001800150029002100141003000900600600150070050090012001000800210012001432276321942188基础平面布置施工图ZJ-3桩基编号ZJ-2ZJ-12500KN18018001000500800-4.5001300KN900KN单桩承载力设计值(MM)A250150C(MM)800800(MM)B500300扩大端直径13001100(MM)E130110(MM)D(M)桩顶标高-4.500-4.500桩表C30C30且必须保证桩长不能小于挖孔桩的施工容许偏差桩心直径桩身采用混凝土级钢筋浇筑,混凝土保护层厚为人工挖土时每挖安装护壁钢模板浇灌混凝土护壁钢筋主筋和箍筋焊成通长钢筋笼,钢筋笼内每隔本基础采用大直径人工挖孔桩.桩端进入粉质粘土层不少于梁用混凝土级扩大部份不设护壁并设置十字拉接筋.根据实地取样抗压强度实验报告,所有桩施工完后需进行试桩.均须进行施工勘探，验槽.如发现异常情况须会同有关人员进行处理. 5:6:基础2:所有桩4:3::说明1:1/200, 垂直度容许偏差为 D= 级钢筋浇筑,混凝土保护层厚为-40,(%%130),:(%%130)35MM.粉质粘土桩端阻力特征值为6.0M,(%%131)1.0M+100.,.C202M基础设计说明f=1800KPaK50MM,%%13010 放内环一个,桩内3.0m.基础平面布置施工图桩基编号ZJ-2ZJ-12500KN1500KN单桩承载力设计值(MM)A1500C(MM)800800(MM)B700400扩大端直径1100800(MM)E11080(MM)D(M)桩顶标高-0.500-0.500桩表C25C30且必须保证桩长不能小于挖孔桩的施工容许偏差桩心直径桩身采用混凝土，级钢筋浇筑,混凝土保护层厚为人工挖土时每挖安装护壁钢模板浇灌混凝土护壁钢筋主筋和箍筋焊成通长钢筋笼,钢筋笼内每隔本基础采用大直径人工挖孔桩.桩端进入砂卵石层不少于梁用混凝土，扩大部份不设护壁并设置十字拉接筋.根据实地取样抗压强度实验报告,所有桩施工完后需进行试桩.均须进行施工勘探，验槽.如发现异常情况须会同有关人员进行处理. 5:6:基础2:所有桩4:3::说明1:1/200, 垂直度容许偏差为 D=-40,:砂卵石层桩端阻力特征值为7.0M,(%%131)1.0M+100.,.C202M基础设计说明f=2800KPaK50MM,%%13010 放内环一个,桩内0.9m.10001-1%%1308@200螺旋箍12%%13014护壁大样100100泄水孔1007050100C70梁底加设两块钢筋片网.双向桩身剖面图AB200ADCE扩大桩身岩石层面为框架柱纵筋最大直径)框架柱纵筋伸入桩内不少于1(d1000%%c8@10040d%%1308@2001螺旋箍%%1308@100螺旋箍%%13010@200或 JLLJL10001-1%%1308@200螺旋箍12%%13014护壁大样100100泄水孔1007050100C70梁底加设两块钢筋片网.双向桩身剖面图AB200ADCE扩大桩身岩石层面为框架柱纵筋最大直径)框架柱纵筋伸入桩内不少于1(d1000%%c8@10040d%%1308@2001螺旋箍%%1308@100螺旋箍%%13010@200基础梁400400275525400400320480480320400400480320400400525275400400400400400400400400400400400400400400320480400400400400ZJ-38000400808001500KN-0.500400400ZJ-2ZJ-1ZJ-3480320ZJ-2ZJ-2320480400400480320ZJ-2400400ZJ-1320480480320480320ZJ-1450450170730320480400400320480400400400400480320400400ZJ-1ZJ-1ZJ-1400400400400ZJ-2400400400400400400400400ZJ-2ZJ-1ZJ-1400400370530400400400400400400ZJ-1400400480320ZJ-1ZJ-1400400320480ZJ-1480320ZJ-1400400320480320480ZJ-1400400400400ZJ-1320480480320ZJ-1480320320480ZJ-2ZJ-2320480320480400400400400ZJ-2ZJ-2ZJ-2ZJ-2ZJ-2ZJ-2ZJ-2ZJ-1400400400400ZJ-2ZJ-2ZJ-2400400400400ZJ-1480320HPB335%%130-HPB235级钢筋%%131-HRB335级钢筋钢筋270530480320400400ZJ-2400400ZJ-2ZJ-2480320400400320480320480ZJ-1320480ZJ-1400400ZJ-1320480400400400400400400ZJ-2ZJ-2400400400400ZJ-2400400400400ZJ-2400400400400ZJ-2400400400400ZJ-2400400400400ZJ-2400400400400ZJ-2400400400400ZJ-2400400400400ZJ-2400400ZJ-2400400ZJ-2400400400400320480480320480320ZJ-1320480320480400400320480ZJ-1400400320480400400320480400400320480ZJ-1ZJ-1ZJ-1ZJ-19001000桩帽大样注备设桩帽%%13012@200100%%1308@10012600180070018001350013500480032503250150060030001400700400042503947617945001474242002925360039002900344233002100300026001978320763330030004250390032502600276340003695102010202788270530003500420039002900330014801298520002194721704325015001400700330030001350060030002194742503250394740003250325034421474221704480061793600420029252900450039003300300013500210018003300260019783207634250390032502600276340003695102010202788270530003500420039002900148012985200023202076332503900260042504000276319783369535002600129854200300027052788290039002000148010201020500500121379247253%%1308@100/20012%%13116500x500Z2500500116384247253%%1308@100/20012%%13116500x500Z3500500250250125375%%1308@100/2004%%13116D500Z5Z3Z2Z2500500250250125375%%1308@100/20012%%13116500x500Z9Z54004