E4568GB101521201740004000400040004000365043504000400028000400040004350365040004000400040004000101400753753819133413331333160016001600160016001500150016001600160016001600结构平面布置图构件截面平面布置图1080008%%c377X12BH400X200X8X12%%c377X12H400X200X8X12H400X200X8X12%%c377X12H400X200X8X12%%c377X12280004400080001517H350X200X6X101503008682004001281220010101080010木示回暖建水结筑构电电建结水暖筑构40004400054000400064350400043508104000400028000101400BEG1600160016001600160015001600293241600150016001600160045BEG400013337531334819753400016001600133316001600340004000315001500160029324160016003160016001600133313343335555681010140043504000435034000400042333280001940001540001743504350204000400040002140004000191517202140004000435043504000400040004000400013332. 支撑系统:顶层刚柱之间用刚性支撑,同时设置屋面水平支撑1. 梁与混凝土柱连接采用柱托梁方式,保证钢梁按连续梁设计,其余位置梁与梁均按铰接设计5. 钢结构高强度螺栓连接的设计 施工及验收规程 (JGJ82-91)4. 冷弯薄壁型钢结构技术规范 (GB 50018-2002)8. 钢结构工程施工及验收规范 (GB50205-2001)3. 门式刚架轻型房屋钢结构技术规程 (CECS 102:2002)钢 结 构 设 计 说 明四. 抗震设防烈度为6度. 设计基本地震加速度值为0.05g. 设计地震分组4. 高强螺栓:8.8SM20,预拉力155kN;10.9SM16,预拉力100kN;0.45kN/m25. 雪荷载2. 上款以外构件: Q235-BA. 手工焊接:Q235相焊时,采用E43型焊条5. 普通螺栓:C级;图中P表示普通螺栓.B. 自动焊:采用H08A焊丝并配以相应焊剂.抗滑移系数0.45.图中G表示高强螺栓.6. 锚栓:Q235-B3. 焊接材料:3. 条均按简支梁设计.五. 本工程结构按设计使用年限为50年进行设计.1. 主钢构为: Q235-B六. 材料为第一组.6. 建筑钢结构焊接规程 (JGJ81-91)1. 钢结构自重:计算程序自动生成7. 建筑抗震设计规范 (GB50011-2001)4. 风荷载(基本风压)2. 屋面恒载3. 屋面活载三. 荷载标准值0.55kN/m20.50kN/m20.60kN/m2二. 遵守的规范 规程1. 建筑结构荷载规范 (GB 50009-2001)甲方提供的建筑条件图及设计合同2. 钢结构设计规范 (GBJ17-88)一. 设计依据7. GL:刚梁;GZ:刚柱; SC:水平支撑; ZC:柱间支撑加劲肋与翼缘,腹板 LT: 条; AT:拉条或斜拉条6. 焊接H型钢表示方法H:hXbXt1Xt2,见右图.焊接工字钢焊缝形式及焊缝尺寸(mm)腹板与腹板5. 图中梁,柱的未注焊缝尺寸按下表执行:高强螺栓翼缘与翼缘70%%d1翼缘与连接板翼缘与腹板70%%d1445%%d1腹板与连接板45%%d1熔透焊缝筋板连接端板与翼缘,腹板4641. 焊接H型钢,梁,柱,腹板与翼缘,端板(柱底板)均为熔透焊缝.制作应符合现行<<焊接H型钢>>YB3001的要求.中间漆:Y53-35云铁醇酸防锈漆,一道.颜色要求见建筑图.构件下料前应足尺放样.面漆: 金属氟碳漆,二道.1. 本工程%%p0.000相当于绝对标高见总图;4. 应特别注意的图例:3. 图中支撑布置未考虑安装阶段的稳定问题;2. 本设计不含外维护压型钢板排板设计.八. 其它七. 制作,涂装2. 焊缝质量等级:熔透焊缝为二级,其余均为二级.4. 涂装要求(未考虑结构自身防火):底漆:Y53-31红丹油性防锈漆,一道.3. 表面除锈等级:Sa2.5.1001060081508101010010H400X200X8X12H400X200X8X12%%c377X12H400X200X8X12H350X200X6X10%%c377X12%%c377X12H400X200X8X12%%c377X123880LT1400014060405010105014040604015.0d=孔34015.0d=孔44014060401050孔d=15.01注:1.图中 条均为上下双层布置2.图中 条,支撑详图见G(施)-0784000401406040孔105015.0d=229324BE1600160016001600150015001600厚6弧形支承板截 面C140x50x2.0C140x50x2.0C140x50x2.0截 面C140x50x2.0C160x60x2.2C160x60x2.220506-191x6 ZC113425-191x6 -211x6 L70x5L70x5L70x5号件零构件编号604000LT650LT442454365604010205014012050103904LT340244350LT24015.06040孔d=2020140501910501040d=15.0孔20螺纹长180120ASC120191010506077196120B180螺纹长1050孔501404015.0d=6040202028000101400顶层屋面 条布置图104000154000件构件编号13SC8%%C20121011SC7SC5SC3SC6%%C209%%C20%%C20%%C20LT4LT5SC2SC1LT645786%%C20%%C20号LT1LT2LT3123174000零6142302040604050102050140孔15.0d=5016060孔d=15.0110160605050502660d=孔15.015500孔LT516015.0d=2011060268515.0d=50孔251015.0d=孔1606020201.切断边距为2D(D为螺栓直径) 2.未注明的焊缝厚度为5mm,长度一律满焊 说明:73.836.69.035.87.89.0本图构件总重重 量 ( Kg )21842.0材 料 表68373391332445227422224( mm )长 度正反数 量36.918.34.517.92.5单 重总 重173.0Kg备 注173.0合 计80580090580040001496801214000ZC121940221803513704610882149160776140112348010882142219351341672168033446661251342165167备 注数 量长 度重 量 ( Kg )本图构件总重51.6105.6524045362733976185661812.913.243455480589664883980( mm )398043304004正反单 重总 重7663.4Kg51.6105.6合 计材 料 表%%c20墙面 条布置图BAT1ELT5AT1LT548151017LT65GLT14BE1334753819753LT340001600160013331333SC6LT34000LT3400010SC51115001600160029324150016001600160016001600SC28SC2SC39G1333160013341333LT1-1LT17SC18LT1LT16810LT112LT34000LT34000LT43650LT443ቤተ መጻሕፍቲ ባይዱ07SC1SC7SC8SC28SC7SC2131240004000LT1LT1LT1LT5LT5LT5AT1AT115LT5LT5LT517101400280001240004000LT1LT1LT44350LT436507SC1SC7SC28SC81312SC7SC2LT1LT1LT2SC187LT2LT1LT1LT1LT187SC1LT2LT2LT6LT6LT6192021LT34000LT34000LT34000LT3SC6400010SC511SC48SC2SC39LT34000LT1LT1LT17LT1SC18LT140921360.416672.0915.2331.276104321624817.916.618.028.620.716.51360.416672.0915.2331.24092192.0174.075.2121241614.518.8174.075.2192.072.455.84414.018.155.872.48. 所有构件需与建筑校对,现场实测后下料.105188105H350X200X6X10H400X200X8X127280圆管377X121402054815009675010505037050-250X67253370-300X81080909060370131220M22.0d=孔10320M22.0d=孔20M22.0d=孔11020M22.0d=孔37015001312%%c377X12-117X12250-600X2231.024孔M-80X1680d=6006006002212566117501256008400010400028000101400154000174000BE1600160016001600150016001500焊接235.3235.31钢施-X框架梁GL69焊接747.8747.81钢施-X框架梁GL41焊接492.3246.22钢施-X框架梁GL13123.8框架梁GL77155钢施-X1框架梁GL56钢施-X框架梁GL55钢施-XGL54框架梁钢施-XGL53框架梁钢施-X663.785309.6349.01349.0焊接框架梁GL28焊接框架梁GL27455.21455.23202.113202.1焊接GL26框架梁焊接GL25框架梁GL52框架梁钢施-XGL51框架梁钢施-X116591.0123.8焊接GL50框架梁钢施-XGL49框架梁钢施-X2421.112421.1173.42346.7焊接GL24框架梁焊接GL23框架梁455.21455.2233.02466.0焊接GL22框架梁焊接GL21框架梁3202.1126.2134.8134.8123.8129.33202.1框架梁框架梁GL76GL75钢施-X1钢施-X2框架梁框架梁GL74GL73钢施-X3钢施-X11钢施-X框架梁GL71框架梁GL72钢施-X1框架梁GL701钢施-X3202.1焊接252.4焊接GL48框架梁钢施-XGL47框架梁钢施-X404.3焊接134.8焊接GL46框架梁钢施-XGL45框架梁钢施-X498.12996.22421.124842.1焊接GL20框架梁焊接GL19框架梁498.12996.2455.2125462.4焊接GL18框架梁焊接GL17框架梁焊接129.3钢施-X框架梁GL43123.8焊接GL44框架梁钢施-X焊接3202.1钢施-X框架梁GL42焊接3202.13202.11框架梁GL15233.02466.0焊接GL16框架梁3202.13202.11焊接框架梁GL14钢施-X269.81钢施-X504.92焊接269.8焊接1009.8钢施-X1500.3钢施-X2553.0焊接500.3焊接1106.1钢施-X2599.2钢施-X4457.2焊接1198.3焊接1828.9钢施-X2339.3钢施-X1232.4焊接678.7焊接232.4钢施-X11920.1钢施-X1531.4焊接1920.1焊接531.4钢施-X13202.1钢施-X13202.1焊接3202.1焊接3202.1焊接126.2126.21钢施-X钢施-X1531.4焊接531.4123.513钢施-X焊接1605.5构 件 表构 件 表构 件 表焊接796.9796.91钢施-X框架梁GL61焊接455.2455.21钢施-X框架梁GL33框架梁GL5246.2128.63202.13202.1796.93202.13202.11钢施-X框架梁GL651钢施-X框架梁GL67框架梁GL687钢施-X框架梁GL661钢施-X1钢施-X框架梁GL63框架梁GL641钢施-X框架梁GL621钢施-X焊接3202.1焊接1507.81507.81钢施-X框架梁GL37框架梁GL9焊接128.6钢施-X框架梁GL39焊接1723.1钢施-X框架梁GL40焊接3202.1钢施-X框架梁GL38焊接1919.3479.84框架梁GL113202.13202.11焊接框架梁GL12455.2455.21焊接框架梁GL10焊接3202.1钢施-X框架梁GL35焊接796.9钢施-X框架梁GL36焊接3202.1钢施-X框架梁GL34焊接3202.13202.11框架梁GL72421.12421.11焊接框架梁GL81507.81507.81焊接框架梁GL6349.71594.33202.11594.3框架梁GL601钢施-X框架梁框架梁GL59GL58钢施-X1钢施-X1数量图 号名 称标号框架梁GL57钢施-X1焊接349.7钢施-X框架梁GL321594.3焊接3202.1焊接GL31框架梁钢施-XGL30框架梁钢施-X747.8747.81焊接框架梁GL4500.31500.3269.81269.8焊接GL3框架梁焊接GL2框架梁连接方法图 号名 称标号1594.3焊接总重单重GL29框架梁钢施-X重 量(kg)连接方法数量名 称标号3202.113202.1单重总重焊接GL1框架梁重 量(kg)焊接406.1135.43钢施-X焊接1920.11920.11钢施-X焊接3748.01874.02钢施-X1827.92钢施-X焊接3655.8246.16钢施-X焊接1476.9焊接128.1128.11钢施-X234.01钢施-X焊接234.0124.31钢施-X焊接124.3135.41钢施-X焊接135.4钢施-X8124.0钢施-X1129.2焊接992.3焊接129.2连接方法数量图 号单重钢施-X1123.7焊接123.7总重重 量(kg)框架梁合 计GL56钢施-X4490.51961.8焊接框架梁GL39钢施-X4306.61226.3焊接GL41GL39GL37GL40GL34GL39GL32GL27GL27GL12GL251600GL3753440004000GL213331334GL1819753GL9GL101333GL8GZ0GL23B1600GL221600GL9GL246510843504000400040003650400040001715101400280004000400043503650GZ0GL23GL10GL11GL3GL3GL3GL4GL5GL23GL13GL12GL16GL14GL15GL10GL28GL16GL23GL26GL26GZ0GL11GZ1GL33GL33GL16GZ2GL34GL34GL29GL18GL17GL19GL14GL14GL5GL5GL10GL19GL30GL13GL36GL35GL19GZ3GL37GL38GL38GL31GL31GZ4GL37GL59GL5713331600GL45GL4429324150016001600E1500GZ0160016001600GL55GL9GL561600G1334GZ0GL44GL45GL671333GL68GL9GL59GL58GL57GL34GL45GL45GL46GL46GL45GL45GL45GL34GL34GZ0GZ0GL34GL51GL32GZ0GZ0GL50GZ5GL50GZ6GL48GL48GL45GL45GL37GL47GL42GL43GL37GL37GL53GL52GL37GL51GZ0GL41GZ0GL59GL54GZ7GL54GZ8GL11GL56GL12GL56GL61GL39GL57GL57GL45GZ0GL45GL45GL46GZ0