771-0-001-E421-3主厂房横断面图
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南京某大型厂房建筑施工图纸
%%p0.000车间首层平面图1:150轴立面图1:10011-1剖面图1:100-0.450%%p0.0007.00011.50016.00021.200-1.7007.00011.50016.500%%p0.000%%p0.000电梯机房4.500-0.450%%p0.0007.00011.50016.70021.4001:100轴立面图Allan International Holdings Ltd上大堂值班室亚 伦 国 际 集 团 有 限 公 司21.000上-0.450%%p0.000上1.000月台%%p0.000上280X5=280X5=上-0.400消防前室消防前室上1%%p0.000上接待室上%%p0.000-0.450-0.150-0.400-0.450%%p0.000-0.15088ZJ511蹲位参砖隔断参88ZJ511余同余同-0.100-0.100C1C2C2C3C3C3C3C3C3C3C3C3C3MC1C4C4C4C5C5M1AM1AC4C6M4C6C6C6M4C3C3C3C3C3C3C3C3C3C3C3C3C5C5C3C4C4C4C4C4M2C4C4C4C4C4C4C4C4C4C4C4C4C4C4C4M1M1M3M5M5-0.100-0.100M2M2M3M3M2M2%%p0.000-0.150-0.45098ZJ901散水-暗沟参建筑物周边-0.45098ZJ111地面变形缝98ZJ111外墙变形缝外墙变形缝98ZJ11198ZJ111地面变形缝月台1.000C4AC5AC5AC4-0.4501-0.450-0.4001:150夹层平面图-0.100M5-0.100M5上M2M2M2大堂上空%%p0.000上下C3AC3AM2C4AC4A上Q=5T五吨单梁吊车消防前室C4AC4A%%p0.00098ZJ111外墙变形缝Q=5TQ=5T98ZJ111地面变形缝1外
单层四连跨工业厂房轻钢结构施工图纸
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某地厂房工业建筑施工图纸(共4张)
%%p0.000车 间首层平面图1：200男厕女厕开水间仅二层有此雨蓬仅二层有 间女 厕男 厕(C2010)R250半圆砖柱%%p0.0006.00010.00014.00014.5002.0004.0008.00012.000-0.300-0.300-0.300-0.300100010009759751000500100097597510001000100010007501000100040012007501000100010001000975975100015009759751000100010001000750750100010009759751000500100097597510001000100010007501000100075012007501000100010001000975975150010009759751000100010001000750130030060009200060009200024000120006000400035006000400035002400012000120003500400060006000600059501005950600050006000595010059506000350040006000600060005950100595060005000600059501005950600010010010010020004000400040004000400040004000400040004000400040002000200020004000120012004004001200400110020002000400040004000400040003500350040004000400040004000200020006002200200012x280=3360220094035001200013x153.8\P=200013x153.8\P=200012001200180018001400100018001000180013x153.8\P=200013x153.8\P=200013x153.8\P=200013x153.8\P=200013x153.8\P=20001000400075604440162014.000天 面1：200天面平面图6000120006000400035002400012000400060006000600059501005950600050006000595010059506000100010001000100010004001000100010004001220120040012004002000122012x280=33602000250015.500水 池水 池15.500机房14.500%%P0.000-0.1506.00010.00014.00017.5002.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%分水线分水线14.00014.00014.00015003503501620350150035015003503502000350094012x280=33603502000750150075094017.00014.00010.0006.000-0.150%%P0.000300400130019000厕所隔墙高22004.0001.5%1.5%312050003120不锈钢护窗栏杆高1000150012x280=3360350150085023002202300管道井厕所隔墙高220025001.0%4.0001.0%4.000仅二层有此雨蓬35004000700700700350040007004440%%p0.0006.00010.00014.00015.50017.5004.0002.0008.00012.00020.00017.500400110040012001200180013001800140010001800100018001100400120004440100025002000220012x280=33601500550250013x153.8\P=200013x153.8\P=200030013x153.8\P=200013x153.8\P=200013x153.8\P=200013x153.8\P=200013x153.8\P=2000400水池10001500270012x280=33601：200A-A剖面图B-B剖面图1：2001：200背立面图正立面图1：20017.500120021024000150057103504440756012002101200275012002104907507502000上3级，步宽250%%C150白色PVC雨水落水管（共12根）门槛捣高180，宽180180，宽180门槛捣高门槛捣高180，宽180下下下790200012x280=3360790200012x280=3360129012x280=3360150017.500350075604440小天面1：200梯间天面平面图5109030903030901.5%1.5%预埋DN50PVC管管预埋DN50PVC小天面17.5001.5%1.5%梯间天面平面图1：20017.500903030901209030444075601090970500015001500180180(C2010)(C4010)(C4010)(C4010)(C4010)(C4010)(C4010)(C4010)(C4010)(C4010)(C4010)(C4010)(C4010)(C4010)(C2010)(C2010)(C4010)(C4010)(C4010)(C4010)(C4010)(C2010)(C4010)(C4010)(C2010)(C4010)(C4010)(C4010)42000x3000M20303700x2100M2121500x2500M152591200x2500M122541200x2100M122148700x2100M123500x3000JM32000x2500DTM694000x1800C4018312000x1800C201871500x1800C151861200x1800C1218备 注门窗数量洞口尺寸门窗名称2000x1000C2010C40104000x1000723白铝绿玻推拉窗白铝绿玻推拉窗白铝绿玻推拉窗白铝绿玻推拉窗白铝绿玻推拉窗白铝绿玻推拉窗电梯门检修门(丙级防火门)镀锌卷闸门杉木带亮子门杉木无亮子门乙级防火门普通塑料双开门铝合金门门窗表预制构件护窗栏杆高1000浅蓝色西式挂瓦预制饰物墙面米黄色喷涂线条刷白色石漆墙面米黄色喷涂浅蓝色西式挂瓦预制饰物线条刷白色石漆注:除注明外本工程所有窗均采用绿色5厚有机玻璃,白色1.2mm厚铝合金窗框,普通做法。伸缩缝详大样伸缩缝详大样伸缩缝详大样伸缩缝详大样伸缩缝详大样伸缩缝详大样1000180014001000180018000220018002300190019.200600x600水池检修孔仅 轴梯间有水池检修孔600x600920003500595092000600075020007503500400060006000750200075059501005950600060006000400035001005950600050006000-1.600240017800350035002400178005101201003003903901203001005102.厕所标高均比同层楼板分户说明1.墙厚除注明外,其余 外墙,梯间墙,墙均为180;内墙为120.3.排水管入水口加地漏.面标高低20mm,0.5%找坡.i=1%水泥砂浆加号混凝土水泥砂浆素土夯实厚250厚2020100厚1:31:25%防水粉i=1%铸铁水蓖子i=1%6300202002020202003008028080204x40黑色扁钢(按实际步级尺寸）埋入混凝土下8060x60方实木10007502503003008020x20黑色不锈方钢金黄色铁花44407560200x300砖柱砖柱200x30051019203001000门顶飘板30019201000厚1202000200022001200 a4040厚软质聚氯乙烯泡沫50长钢钉虚钉中距35300号镀锌铁皮塞实并用沥青粘牢2410002200220015907036001590703703703703703400150315015031501507007007002000825825825825150017.30019.20018.70017.90019.90017.50014.0009.40010.00016.00012.0008.0001500220060022001500100090钢化玻璃幕墙1100不锈钢护窗栏杆高17901502505009008004001501502501508005004003500901200100019.20018.70017.500400120\fSimplex|b0|i0|c134|p210009030\f宋体|b0|i0|c134|p2做滴水17.500R100120厚门顶飘板15002003502525550180129525200400100300100\f宋体|b0|i0|c134|p21025预制构件做滴水线R2004.000雨蓬大样\f宋体|b0|i0|c134|p2120400100\f宋体|b0|i0|c134|p24.000做滴水R100901206090R=10025080120609090R=100100板底抹灰附加卷材一层宽450振捣密实水泥焦渣最低处水泥砂浆找平层现制钢筋混凝土板厚水泥聚苯保温板1:6附加卷材一层宽板底抹灰4501202%找坡度预制钢筋混凝土盖板附加油毡一层内填沥青麻丝厚干铺油毡一层屋面油毡粘牢20水泥砂浆1:3防水层厚201:2.530厚表面抹光69014.000300150滴水批档层903501001100450100滴水16090R30040029035015001201600160016001201600220230023003501500150020001500150013004002700180022001800220018007007006003000300195004440220012x280=3360200094075020007505760150030030020002000300200012x280=33601220200040012004001200350122040010001000100040010001000100010001000200012x280=3360350350350150035094035005005003500500015001500150015004001200400400120040016201200162010007502000750250350025010002503500250750200075010001000100010001000400010004000100040001000400095010095040001000100015005002000200050020001000100040009501009504000100010004000100040001000400012001100120075020007501000200010001000400010001000400010001000400010009754000975100975400097510004000100050040005001000400010001000400095010095040001000100040001000100040001000100040001000100020001000750200075092000350040006000600060005950100595060005000600059501005950600060006000400035009200035004000600060006000595010059506000500060005950100595060006000600040003500120001200024000120001200024000网易 NetEase建筑工程师与建材商的专业网站市场部：ivpmarket@ 技术部：ivptech@·建筑 编辑部：ivpinfo@土木在线==
某地轻型钢结构厂房全套施工图纸
借 (通) 用\P件 登 记旧底图总号底 图 总 号签 字日 期档案员日期1037585008500103758500125001250085001037512500125002500025000103754170417041704170ⅡⅡ1:10II1:10ⅢⅢ1:10Ⅶ8500312161612111111ABC2233444433551911123451501505001001003501-11:1064544-%%C3284VV1:1028028030300100100VI77%%P0.0062877.55555271002451003008-M208653032-21:1010028028030304-R12.561412IVIV1:10280280030301001003388121011101516101117181611101644441561913622245%%D2710024510053077.518055553006262623-31:108-M202710024510053077.5555530062624-41:108-M20812101125682521552710024510053077.555553008-M208665-51:1027063555521222324预留设备大栅梁HN346×174×6×98566注：\P1.本钢架须按GB50205-2001《钢结构工程施工验收规范》和JCJ81-2002《建筑钢结构焊接技术规程》进行生产制造、检查及验收；\P2.采用手工电弧焊，选用E4315焊条；\P3.未注明角焊缝焊角尺寸为6mm；\P4.焊接完工后构件表面应进行喷砂除锈等级不低于B级，清除焊渣及飞溅物，并敷防锈底漆和灰色面漆各一道；\P5.组装时钢柱与钢梁、钢梁与钢梁端板联接表面抗滑系数为u≥4.4,并符合《钢结构高强度螺栓连接的设计、施工及验收规程》（JCJ82）。771008-M2027100245055301098763111012132210030280R12.556标记处数更改文件名签 字日 期设 计日 期图 样 标 记重 量比 例第张共张数量21VI1:10{\L5-5}借 (通) 用\P件 登 记旧底图总号底 图 总 号签 字日 期档案员日期1037585001250012500850010375125002500041704170417031216161111AB223344443319101321820143205511123451501505001001003501-164544-%%C32846281:101098763111012132210030280R12.55677.55555271002451003008-M208653032-21:1010028028030304-R12.5614122800302710024510053077.518055553006262623-31:108-M202803010010033881210111015162802803030010044441561913622245%%D10010111718161110162710024510053077.5555530062624-48-M2081:10注：\P1.本钢架须按GB50205-2001《钢结构工程施工验收规范》和JCJ81-2002《建筑钢结构焊接技术规程》进行生产制造、检查及验收；\P2.采用手工电弧焊，选用E4315焊条；\P3.未注明角焊缝焊角尺寸为6mm；\P4.焊接完工后构件表面应进行喷砂除锈等级不低于B级，清除焊渣及飞溅物，并敷防锈底漆和灰色面漆各一道；\P5.组装时钢柱与钢梁、钢梁与钢梁端板联接表面抗滑系数为u≥4.4,并符合《钢结构高强度螺栓连接的设计、施工及验收规程》（JCJ82）。2122借 (通) 用\P件 登 记旧底图总号底 图 总 号签 字日 期档案员日期10375850012500125008500103752500041704170417031216161111AB22334444331910132143202211123451501505001001003501-164544-%%C32846281:101098763111012132210030280R12.55677.55555271002451003008-M208653032-21:1010028028030304-R12.5614122800302710024510053077.518055553006262623-31:108-M202803010010033881210111015162802803030010044441561913622245%%D10010111718161110162710024510053077.5555530062624-48-M2081:10注：\P1.本钢架须按GB50205-2001《钢结构工程施工验收规范》和JCJ81-2002《建筑钢结构焊接技术规程》进行生产制造、检查及验收；\P2.采用手工电弧焊，选用E4315焊条；\P3.未注明角焊缝焊角尺寸为6mm；\P4.焊接完工后构件表面应进行喷砂除锈等级不低于B级，清除焊渣及飞溅物，并敷防锈底漆和灰色面漆各一道；\P5.组装时钢柱与钢梁、钢梁与钢梁端板联接表面抗滑系数为u≥4.4,并符合《钢结构高强度螺栓连接的设计、施工及验收规程》（JCJ82）。212260008330833083308330借 (通) 用\P件 登 记旧底图总号底 图 总 号签 字日 期档案员日期1037585001250012500850010375125001250025000250004170417041704170312161612111111ABC22334444331911123451501505001001003501-11:1064544-%%C328428028030300100100%%P0.0062877.55555271002451003008-M208653032-21:1010028028030304-R12.561412280280030301001003388121011101516101117181611101644441561913622245%%D2710024510053077.518055553006262623-31:108-M202710024510053077.5555530062624-41:108-M208注：\P1.本钢架须按GB50205-2001《钢结构工程施工验收规范》和JCJ81-2002《建筑钢结构焊接技术规程》进行生产制造、检查及验收；\P2.采用手工电弧焊，选用E4315焊条；\P3.未注明角焊缝焊角尺寸为6mm；\P4.焊接完工后构件表面应进行喷砂除锈等级不低于B级，清除焊渣及飞溅物，并敷防锈底漆和灰色面漆各一道；\P5.组装时钢柱与钢梁、钢梁与钢梁端板联接表面抗滑系数为u≥4.4,并符合《钢结构高强度螺栓连接的设计、施工及验收规程》（JCJ82）。1098763111012132210030280R12.556%%P0.00%%P0.00Ⅶ1:10280301006850021555555ⅥⅥ1:5250130350150554-%%C2823232324235-51:524239398825-8×120L=245232210375{\LA轴立面图}62511124.7657505750115001037585008650268{\LB轴6115002688650C{\L轴立面图}1037586501150011403.86C{\L轴立面图}借 (通) 用\P件 登 记旧底图总号底 图 总 号签 字日 期档案员日期10375850085001037510375850077%%P0.00GJ-4GJ-2bGJ-1GJ-3GJ-2aGJ-1840082008400840082006252505302777.51002451005555M20高强螺栓81%%D4147414784978497414741478497IⅡⅡ1:101875ABCDEF
比较详细的厂房建筑设计施工图（共8张）
南京三五二一厂北立面 1/150%%p0.0004.400-1.4008.70013.00017.30021.60022.600外墙乳胶漆饰面银灰色铝合金窗银灰色铝板饰件建 筑电 气给 排 水结 构暖 通ABDEFGH-3.900%%p0.0004.4008.70013.00017.30021.60022.600-3.900%%p0.0003.6007.20010.80014.40022.60018.000-1.400-1.400南立面 1/150%%p0.0004.400-1.4008.70013.00017.30021.60022.600外墙乳胶漆饰面银灰色铝合金窗银灰色铝板饰件3456789101112131413456789101112131512CJ剖面 1/150西立面 1/150ABCDEFGHJA1B1南京三五二一厂东立面 1/150ABCDEFGHJ外墙乳胶漆饰面银灰色铝合金窗银灰色铝板饰件外墙乳胶漆饰面银灰色铝合金窗钢结构玻璃雨蓬钢结构玻璃雨蓬钢结构玻璃雨蓬钢结构玻璃雨蓬钢结构玻璃雨蓬25.10027.10025.10027.10025.10027.10025.10027.1001-123451-123456室公办间车具装21.60021.60021.96022.163i=3%i=3%i=3%20宽10深黑色划分线25.10027.10075007500750075007500750075007500750075006000199755037500750075007500750075007500750075007500600010001400440043004300430043003600360036003600360036001400140044004300430043004300%%p0.0004.4008.70013.00017.30021.60022.600%%p0
某地区电站厂房设计标准图（共6张）
Ac图 名bad图 号标题栏尺寸3021.2152401号图3号图2号图120170ab18060127.59042.530mmcd压力表大坝上游全厂性测量机 组 段 测 量尾水管出口压力下游水位上游水位置仪表位置 测量项目测点及仪表位置说明:1.两台机均装量测系统.电站尾水渠蜗壳进口断面尾水管出口断面尾水管进口断面水轮机水力仪表盘压力真空表水力监测系统图蜗壳进口压力尾水管进口压力真空绝缘油系统图变 压 器2.说明:变压器的供排油一律在安装间进行.3.1.透平油系统图图 例0.00说明:1.齿轮油泵软管接头止回阀两台机组的蝴碟阀共用一台油压装置,型号为P油槽车压力滤油机图中尺寸:高程以米计.P回油箱2.WC-DN200减压阀拦污栅滤水器电接点压力表示流信号器离心泵说明:主供水水源取自压力钢管,单元引水,互为备用,1.2.技术供水系统图电磁阀1#2#序 号1F水 箱V=30m314.74DN80DN80WF-DN800.00DN1001.92F排至下游WS-DN80DN50下游尾水渠WF-DN80DN25机组技术供水系统图消防水泵设有全厂总供水管.全厂设有消防与生活干管,水源来自全厂总干管,备用水源取自下游3.尾水池.消防由一台 型水泵供水.KQW80/200-15/2供水系统应随钢管进水压力变化相应调节减压阀,以满足各用水设备的压力 水量的要求,同时防止水压超过允许值.吸水底阀浮子式液位信号器L2.042.04L油 泵ODOS机组漏油箱LOFFDN406.74碟阀漏油箱L总回油箱DN50ODDN50OS接 机1#V真空滤油机6.74OOTOOTUOT3m33m336mV2CY-3.3/3.3-13齿轮油泵台压力滤油机真空滤油机LY-50ZJY-50N=27kWN=1.1kWN=1.1kWHYZ-1.6.2CY-3.3/3.3-1压力滤油机真空滤油机齿轮油泵LY-50N=1.1kW油开关的供排油
某多层厂房建筑设计施工图（共10张）
一层平面图车间办公车间办公货梯厅车间车间连廊%%p0.000货梯厅车间车间办公车间办公车间4.600车间货梯厅二至五层平面连廊车间货梯厅8.60012.60016.6001:1501:150面积：1874.96m2-0.300-0.300-0.300-0.300-0.300N每层面积：1874.96m2屋顶平面图1:150机房21.30020.600屋面20.600屋面机房21.30020.6003.2003.2003.200建 筑电 气给 排 水结 构暖 通南立面图东立面图北立面图西立面图1:1501:1501:1501:1501.600上上上1.6001.600楼面标高上下下上280x12280x12下280x12下280x1224.300下上%%P0.0004.6008.60012.60016.60020.60024.30023.90023.900%%P0.0004.6008.60012.60016.60020.60024.300%%P0.0004.6008.60012.60016.60020.60024.300%%P0.0004.6008.60012.60016.60020.60024.300%%P0.0004.6008.60012.60016.60020.60024.300%%P0.0004.6008.60012.60016.60020.60024.300%%P0.0004.6008.60012.60016.60020.60024.300%%P0.0004.6008.60012.60016.60020.60024.300%%P0.0004.6008.60012.60016.60020.60024.30023.900%%P0.0004.6008.60012.60016.60020.60024.30023.900280x12280x12160x10150x10150x1013等分13等分
厂房设计_某工业区大型单层厂房建筑详细设计方案施工CAD图纸
3600360036003600360036003600360036003600（上 C-1）C-1）（上 C-1）（上 （上 ）C-1（上 ）C-2C-2）（上 C-2（上 ）（上 ）C-2（上 C-2）C-2）（上 （上 ）C-2（上 C-2））C-2（上 C-2上 %%p0.0008.0009.000%%p0.0008.0009.000-0.100-0.10010%10%10%10%10%10%屋面采用轻钢结构屋盖72007200720072002880074001480074007400148007400740014800720028800JLM2%%p0.000( 签 名 ) 未盖图章图纸无效( 专 业 ) (日期) 宁波市建设工程设计院有限公司审 核总 师审 定专业负责人子工程负责人工程总负责人图 名制 图校 对设 计工程名称注册师签名比例阶段专业日期工程号图号1-9轴立面图1：1001-10.51.1.1.51.59.14.屋面采用轻钢结构屋盖雨蓬i=7.5%首层平面图1：1009.000屋顶平面图1：1003600360036003600360036001%1%1%1%1%1%1%1%水泥砂浆外墙裙塑料分隔条1000100500010007200720028800-0.100-0.100%%P0.0007.0008.0005.000%%p0.000-0.1007200鰡条1-5轴立面图1：100首层平面图1：1001700180070001000100050005000500012029040120120150401504012012012002400120050001200240012001203.0003.00012029040801200800梁高200804.0001:20雨蓬详图柱子6.000柱子400806.300121:201:20雨蓬详图26080-0.100%%p0.0008.0009.00010008000100%%p0.000-0.1009.0008.00010008000100D-A轴立面图1：1001480012012015040%%p0.000-0.1003.0008.0009.0001：1009-1轴立面图%%p0.000-0.1003.0008.0009.000290401201000120100060080梁高天沟详图1：20100288007400740074007400740074001201201504074007400120120150402904036001203600120360036003600360036003600290403600360036001203600360036001203600360036003600360036003600360036003600360036003600360036003600360036002880029040120120-0.100%%P0.0008.0007.000%%p0.000-0.1005.00010010001800170050007000100028800120120290405-11：100轴立面图落水管落水管400100天沟天沟落水管%%p0.000-0.1008.0007.0005.0007.0008.0005.000%%p0.000-0.100A-C轴立面图1：100天沟4001005.0007.0008.0005.000天沟8.0007.0003.3003.3003.300%%p0.000-0.100%%p0.000-0.100C-A1：100轴立面图599040801806060180804040274040902050180502027401005010090%%c14*18 椭圆孔计：16支599040801806060180804040274040902050180502027401005010090%%c14*18 椭圆孔鰡条详图1：1001%60060024006006002400600600240060012074001201202400240080080080080080080080080012080012080080080024002400240080024002400240024001620%%c14*18 椭圆孔9040100100506080401801802050502033457200334540904060801802000116048036002400116011604801160480230026002300200024002000120024001504015040148001480012012014800120120( 签 名 ) ( 专 业 ) (日期) ( 签 名 ) ( 专 业 ) (日期) ( 签 名 ) ( 专 业 ) (日期) ( 签 名 ) ( 专 业 ) (日期) ( 签 名 ) ( 专 业 ) (日期) ( 签 名 ) ( 专 业 ) (日期) ( 签 名 ) ( 专 业 ) (日期) 网易编辑部：ivpinfo@市场部：ivpmarket@ 技术部：ivptech@结构工程师与建材商的专业网站==穃u7ed3构 网易 NetEase网易 NetEase穃u5efa筑 建筑工程师与建材商的专业网站市场部：ivpmarket@ 技术部：ivptech@编辑部：ivpinfo@=网易=
完整钢结构栈桥施工详图
-8.726-7.265C1C1C1C1C1C1C1C1C1C1C1C1C1GHJ-1GHJ-11、本工程所用钢材均采用Q235-B钢，其化学成分和力学性能应符合国家标准《炭素结构钢》（GB/T700-88）有关的规定，其材质应有合格保证。2、焊条：手工焊时用E4303型焊条，其性能应符合现行国家标准《炭钢焊条》GB/T5117的规定；当采用埋弧自动焊或半自动焊时，焊丝及焊剂应符合现行国家4、普通螺栓与锚栓：普通螺栓采用Q235钢，锚栓采用16Mn钢，其材质应符合现行国家标准GB/T700-88的规定，连接用普通螺栓采用C级普通螺栓，普通3、高强螺栓：连接用高强螺栓采用承压型10.9级高强螺栓，其技术条件应符合现行国家标准《钢结构用高强度大六角头螺栓、大六角头螺母、垫圈型式尺寸与技术3、《钢结构工程施工质量验收规范》（GB50205-2001）；螺栓和锚栓其技术条件应符合现行国家标准GB5782、GB5780、GB3098.1的规定。2、如图中未注明的焊接焊缝均为贴角焊缝，贴角焊缝的焊脚高度为：当焊接构件最小厚度小于8mm时，焊接高度采用6mm；当焊接构件最小厚度不小于8mm4、钢构件在加工制作前应进行材料的矫正，焊接时应采用合理的焊接顺序，运输和吊装时应采取临时加固措施防止构件变形，安装前应对锚栓等作必要的检查。6、连接板,肋板厚均10mm,板件切角均20x20mm.(注明者除外)6、钢结构栈桥外墙及屋面采用100厚彩色金属面聚苯乙烯夹芯板，具体安装详见生产厂家图集。各钢构件间除采用螺栓连接外均采用焊接连接，焊接连接规定如下：1、如图中注明焊接焊缝的型式，按照图中所注型式并参考单项图中的焊缝型式及尺寸焊接；3、构件的坡口尺寸：钢构件在加工时应跟据焊缝型式结合本图中电弧焊焊接接头的基本型式与尺寸表确定构件坡口尺寸。1、钢构件的加工制作和安装应符合现行国家标准《钢结构工程施工质量验收规范》GB5