大型钢结构厂房带吊车全套结构设计cad施工图
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2层15300平米大型轻钢结构厂房建筑施工图( 长110.61米 宽109.41米)
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大规模钢结构厂房施工cad详图
Z1H400*180*6*10H300*180*6*8Z2L3H500~300*180*6*6%%P0.0001-10.51.1.1.51.59.14.建 筑电 气给 排 水结 构暖 通工程编号专业负责人项目负责人屋面檩条布置图屋面支撑布置图制 图设 计校 对审 定审 核复 核日 期图 号图 号022005.04结施工 程 名 称建 设 单 位厂房GJ-1大样图屋面结构布置图GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1GJ-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1S
144x87m单层钢结构厂房cad设计结施图
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30米大型单层厂房轻钢结构施工cad设计方案图(屋墙面压型彩色钢板)
2. 锚栓组应用夹具固定锚栓间的位置,埋设时注意保护螺纹。深150的孔用于放置柱下抗剪键.露出长度允差+20mm,螺纹长度允差+20mm注: 1. 地脚螺栓(锚栓)组的中心偏移不大于5mm,每条螺栓的共132件120螺母个数为 3个锚栓钢号为 Q235锚栓M24螺纹总长 180单个锚栓示意图50厚二次浇灌0.150-10X70*70D26孔双螺母柱底钢板调节螺母螺栓总长 1000-0.550微膨胀细石混凝土3. 埋设基础时,其柱顶(锚栓组)中心应预留120*70 ZZCZZCZZCZZC 钢施01施工图08.4设 计 阶 段图 号比 例日 期设 计 号设 计制 图1:100项目负责人子项名称工程名称审 定专业负责人审 核图纸名称校 对设计单位建设单位执业签章出图签章暖 通建 筑结 构给 排 水专 业会 签 人电 气电 气会 签 人专 业给 排 水结 构建 筑暖 通出图签章执业签章建设单位设计单位校 对图纸名称审 核专业负责人审 定工程名称子项名称项目负责人1:150制 图设 计设 计 号日 期比 例图 号设 计 阶 段08.4施工图钢施02钢施03施工图08.4设 计 阶 段图 号比 例日 期设 计 号设 计制 图1:150项目负责人审 定专业负责人审 核校 对子项名称工程名称图纸名称设计单位建设单位执业签章出图签章暖 通建 筑结 构给 排 水专 业会 签 人电 气195036001950195019501950360019501:150比 例图 号08.4施工图钢施04电 气暖 通会 签 人专 业给 排 水结 构建 筑出图签章执业签章建设单位设计单位图纸名称工程名称子项名称校 对审 核专业负责人审 定项目负责人制 图设 计设 计 号日 期设 计 阶 段给 排 水暖 通电 气建 筑结 构专 业会 签 人设 计 阶 段日 期设 计 号设 计制 图项目负责人审 定专业负责人审 核校
钢结构仓库建筑施工图纸(共13张)
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全套钢结构厂房图(69×90m,带吊车)
-0.2005.820ACE5.8205.8205.8205.8205.8205.8205.82010.3839.6639.663KJ1KJ1a9.500墙托一(下同)有窗处无此墙托H480X260X6X12柱间支撑连接板(仅KJ1a有)(余同)H480X300X6X14H480X300X6X14H480X300X6X14H480X260X6X12H476X300X6X12H476X300X6X12H476X300X6X12(下同)墙托一9.620-0.200有窗处无此墙托(余同)檩托水平支撑连接孔(仅KJ1a有)H(580~380)X150X6X8H380X150X6X6H(380~540)X180X6X8H(540~380)X180X6X8H380X150X6X6H(380~540)X160X6X8H(540~380)X160X6X8H(380~540)X160X6X8H(540~380)X160X6X8H380X150X6X6H(380~580)X150X6X8404035359035554%%C13.5,M124008509-6X72X5098A-AAABBBBCCDDBBBBEEFFD1D1BBBBEEGGHHJJ9055B-B6-6X72X36836863004%%C13.5,M12353535404040403535354%%C13.5,M124008464-6X72X4648C-C5590D-DF-FG-G40403535354%%C13.5,M124008501-6X72X5018H-H55909055J-J8-6X72X54854884504%%C13.5,M123535354040E-E说明:1,未注明的切角均为15mm.400-6X72X48448440403535354%%C13.5,M12885590400-6X72X46446440403535354%%C13.5
钢结构设计_某岗石有限公司D栋厂房CAD图
鹏翔岗石有限公司2008.08F003方 案DS-F08-27版本号屋顶平面图D栋厂房:专 业建 筑结 构姓 名日 期专 业电 气姓 名给排水日 期建设单位图 名日 期图 别工程编号图 号专业负责人设 计制 图:审 定审 核校 对工程负责人工程名称注册执业章::施工图审查批准单位施工图审查批准文号出图章:::QUANZHOUSHI DONGSHENG STEEL STRUCTURE DEVELOPMENT CO.,LTD.泉州市东盛钢结构发展有限公司备注:EASTUP75mm厚DS-960型屋面夹芯板彩板内天沟+%%C110PVC落水管 隔跨布置山墙收边TYP.屋脊盖板山墙收边TYP.TYP.1:10TYP.雨蓬KFZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1鹏翔岗石有限公司2008.08F006方 案DS-F08-27版本号钢柱平面布置图D栋厂房KFZ1RH248*124*5*8Q235材 质规 格名 称GZ1Q235材 料 表RH298*149*5.5*8SC1ST1ST1SC1ST1SC1ST1SC1ST1ST1ST1ST1ST1ST1ST1ST1ST1ST1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1GL1鹏翔岗石有限公司2008.08F007方 案DS-F08-27版本号屋面结构布置图D栋厂房ST1%%C114焊管Q235材 质规 格名 称GL1Q235材 料 表RH248*124*5*8SC1%%C18圆钢Q235YP1YP1YP1DCL1DCL1DCL1DCL1DCL1DCL1KFZ1KFZ1KFZ1GZ1GZ1GZ1GZ1GZ1GZ1GZ1材 质规 格名 称DCL1Q235材 料 表RH298*149*5.5*8鹏翔岗石有限公司D栋厂房吊车梁平面布置图ST1ST1L40*3角钢撑杆TYP.%%C12
48米跨度钢结构单层厂房结构cad施工图
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钢框架结构厂房CAD示意图
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钢结构设计_某地区厂房钢结构工程CAD图
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地上3层钢框架结构带吊车样板房结构设计施工图
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钢结构吊车梁cad设计构造详图
说明:4:2:3:1:5:所有高强螺栓连接处的翼缘板,连接板不得涂油漆。除注明外,加劲肋内侧两端与焊缝搭接处倒切角均为20mm。未注明之角焊缝的焊角尺寸均取较薄焊件厚度,且满焊。未注明螺栓都采用M20高强螺栓,孔径%%c21.5mm。吊车梁及制动桁架设计参考图集00G514。6:未注明连接板厚为10mm。吊车梁按1/1000起拱制作。7:用于两台50t/10桥式吊车。8:1-1防松永久螺栓%%C23.5,M22下端铣平-25x900x24028件196666制动板L=29370H400X300X6X1466-8x550x29240668件194颗◎750160M22(10.9S)160%%c23.5(右同)56-6x80x360@500(余同)222214A22a2 2a-10x150x2268-10x150x2268-10x150x2268-10x150x2268-10x150x2268-10x150x2268-10x150x2268-8x150x1836-25x900x2402-12x150x2328-12x150x2328-12x150x2328-12x150x2328-10x150x22683331-10x150x2268-36x900x29940-30x2328x29940-36x900x2994014.055-10x150x2268-10x150x2268%%C21.5,M20(10.9s)(余同)13-25x900x240214.0551支撑连接板见支撑详图劲板t=8辅助桁架 H2400X900X30X36DCL-1456下弦桁架4432E3a3a仅柱间支撑处有-4X290X9001227027016430吊车梁与牛腿连接节点图一-30X220X940-4X290X900仅柱间支撑处有-16X380X900EC~56C%%C25.5,M24(10.9S)吊车梁与钢柱连接节点图一(
某地带吊车梁的轻钢结构cad图纸
结构平面布置图结施-6结构平面布置图1:150725070007000725057000725070007000725080009000600060006000600060006000600010600072507000700072507250700070007250600060006000600060006000600050008000900060006000600060006000600060001060006000600060006000600060006000500057000屋面檩条布置图结施-7屋面檩条布置图1:150钢架详图GJ-2aGJ-2bGJ-2GJ-1GJ-1GJ-1bGJ-1bGJ-1GJ-1GJ-1GJ-1GJ-1bGJ-1bGJ-1GJ-1GJ-3GJ-3bGJ-1aXG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-1XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2XG-2SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC-1SC
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