网架结构图书馆结构施工cad图，共十二张

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(mm) (kg) (kg) J-B B 10 8 15.00 150.0 10 150.M24(kg)(kg) 10 6.07 60.7 40 0.21 8.4 40 0.31 12.4 50 81.kgkg P-1 100 153 2.5 383 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工程概况：本工程钢网架采用螺栓球节点,形式为正放四角锥网架,下弦柱点支撑。二. 设计总则： （一）设计依据： 1.本工程设计技术资料由甲方提供. 2.主要设计规范 (1)《建筑结构荷载规范》 GB 50009-2001 (2)《建筑结构抗震设计规范》GB 50011-2001 (3)《钢结构设计规范》 GB 50017-2003 (4)《网架结构设计与施工规程》JGJ7-91 (5)《冷弯薄壁型钢结构技术规范》GB 50018-2002(6)《钢网架 螺栓球节点》JGJ75.1~3-91 (7)《网架工程质量检验评定标准》JGJ 78-91(8)《钢结构工程施工质量验收规范》GB 50205-2001 (9)《建筑用压型板》GB/T 12755-91（二）尺寸单位： 本设计除图中注明者外，尺寸均以毫米为单位，标高以米为单位。 （三）荷载(标准值）：1.上弦静载:0.3KN/M22.屋面活荷载:0.5KN/M23.下弦荷载：0.2KN/M24.基本风压:0.55KN/M2 6.温差：±30° 荷载必须作用在螺栓球节点上。（四）钢杆件设计应力为193N/MM2,杆件计算长度取中到中长度L=L0,,杆件最大长细比拉杆：180，压杆：180. （五）本工程结构设计采用SFCAD2000钢网架专用设计软件，在微机上进行杆件内力分析和截面满应力计算。支座最大反力(KN):如图所示,支座反力为设计值.三.材料 1.杆件 杆件用钢采用Q235B结构钢，其抗拉强度、伸长率、屈服点、冷弯试验及C、S、P的极限含量应符合《碳素结构钢》GBJ700-2006的规定。 钢管可以采用符合GB3092的高频焊管，以及符合GB3087的热轧无缝钢管。 2.螺栓球螺栓球采用45号钢锻造成型，其抗拉强度、伸长率、屈服点、冲击韧性和硬度应符合《优质碳素结构钢》GB699-1996的规定。 3.高强螺栓 高强螺栓采用经调质热处理的40Gr钢,应符合《合金结构钢技术条件》GB3077-88的规定。 高强螺栓采用性能等极为10.9S级。4.锥头 封板 采用Q235钢锻造成型,其抗拉强度、伸长率、屈服点、冷弯试验及C、S、P的极限含量应符合《普通碳素结构钢技术条件》GBJ700-2006的规定。5.六角套筒(无纹螺母) 采用Q235钢或45号钢制造,其抗拉强度、伸长率、屈服点、冷弯试验及C、S、P的极限含量应符合《普通碳素结构钢技术条件》GBJ700-2006或《优质碳素结构钢》GB699-1996的规定。6.紧固螺钉(顶丝)采用40Gr或40B钢制造,其抗拉强度、伸长率、屈服点、冷弯试验及C、S、P的极限含量应符合《合金结构钢技术条件》GB3077-88的规定,螺钉热处理后的硬度应为HRC36~42.7.支座，支托及其连接件均采用Q235钢。8.上述钢号应有材料的质量证明和复验报告。四.加工及制作要求1.焊接：（1） 钢管与锥头或封板采用E43型电焊条焊接，焊缝要求饱满，不得有夹渣、未焊透、气孔、咬肉等缺陷。钢板与球焊接时，球应预热150~200°C方可施焊，焊接后应进行保温。（2） 钢管两端对接焊缝应按GB50205-2001中二级焊缝质量检查。（3） 每道焊缝应打上焊接者和检验者的编号钢印。焊接者应有考试合格证明。2.高强螺栓要进行硬度及外观检查，不得有裂纹或损伤。3.网架杆件制作完毕必须严格除锈,除锈质量等级达到《涂装前钢材表面锈蚀等级及除锈等级》GB8923-88中的Sa212级，网架表面刷铁红防锈底漆两道。五．安装要求1．安装前结合工程实际情况认真复核支座预埋轴线和水平尺寸偏差以及脚手架搭设情况，保证网架各节点空间位置的准确性，提出避免产生较大安装应力和出现杆件弯曲的有效措施。2．螺栓球节点采取有效可靠的方法，保证螺栓头与锥头或封板紧贴。3．安装时须逐步向前推进，不得采用封闭的拼装工序。4．安装结束后，纵横向边长偏差允许值应为长度的1/2000,且不应大于30mm,中心偏移允许值应为跨度的1/3000，且不应大于30mm,高度偏差允许值应为相邻支座间距的1/400，且不应大于15mm,最高与最低点之间不应大于30mm；网架节点及杆件表面干净不应有疤痕，螺栓球节点应将接缝处及多余孔用油腻子填嵌密封。5．按照《网架工程质量检验评定标准》JGJ78-91先自检，认真填写各项检测数据；填写分项报验单，将所自检数据连同钢网架验收评定资料上报相关部门提请验收。6．网架的制造与安装按以下标准验收： 《网架结构设计与施工规程》JGJ 7-91 《钢网架 螺栓球节点》JGJ 75.1~3-91 《网架工程质量检验评定标准》JGJ 78-91 《钢结构工程施工质量验收规范》GB 50205-2001钢网架设计总说明5.地震烈度 : 7度 场地类别: Ⅳ类6#楼网架平面布置图网架x-z立面图1-1剖面图网架Y-Z立面图2-2剖面图100010001584024802480252003000540084005400300054405440158402480248054405440252003000540084005400300015840248024802520030005400840054003000544054401584024802480544054402520030005400840054003000158402480248025200300054008400540030005440544015840248024805440544025200300054008400540030006#楼网架节点编号及内力图正值为压力，负值为拉力6#楼网架上弦施工图6#楼网架腹杆施工图6#楼网架下弦施工图6#楼檩条平面布置图6#楼屋面平面布置图158402480248025200300054008400540030005440544015840248024805440544054003000252001、圆圈表示网架上弦球2、粗直线表示网架上檩条口50*3，檩条连接采用对接焊。注：屋面用双层铝塑板，中间用75MM保温超细玻璃丝面，铝塑板不小于40丝。158402480248025200300054008400540030005440544015840248024805440544025200300054008400540030004mm氟碳涂层铝塑板12M5x30自攻螺丝∅耐候胶泡沫填充料中间屋面铝塑板节点4mm氟碳涂层铝塑板75MM保温玻璃丝棉12檩条口50*3下层铝塑板网架天沟处节点35045015050350250330上层铝塑板2001501584024802480252003000540084005400300054405440158402480248054405440252003000540084005400300040035015840248024802520030005400840054003000544054401584024802480544054402520030005400840054003000t=16mm416穿孔塞焊网架预埋件大样图柱顶标高：14.700柱顶标高：14.700柱顶标高：14.700柱顶标高：14.700柱顶标高：14.700柱顶标高：14.700柱顶标高：14.700柱顶标高：14.700柱顶标高：14.700柱顶标高：14.7002002252251506#楼网架屋面节点图6#楼网架预埋件图女儿墙砼天沟砼天沟挡板D%%c60x3.54支托大样124-M2410-12 钢板1122支座详图 L=9216件4-%%C401-12-21234567910118本图未盖本单位出图章无效如有不符需立即通知设计单位施工单位必须现场校验尺寸注:施工时必须以标注尺寸为准版权所有沪建证号 030102单位出图专用章盖章SEAL(COMPANY)DRAWING NO.SCALE:图号DATE:PROJECT NO.日期比例SEAL(REGISTERED ARCHITECT)个人执业专用章盖章设计号DRAWING TITLE图 名PROJECT 项目名称建设单位（开发商）CLIENT(DEVELOPER)CO-OPERATED WITH合作设计单位部门负责人暖通HVACSTRUCTURE结构校对人电气ELECTRICITYARCHITECTUREPLUMBING给排水DESIGNEDDRAWN BYCONFIRMED BY各专业会签建筑设计人/绘图人CHECKED BY项目经理THE PRINCIPAL OF PROJECTPROJECT ENGINEER专业负责人PROJECT MANAGER设计总负责人AUTHORIZED FOR ISSUE BYREVIEWED BY审核人审定人APPROVED BYSUMMARY OF REVISIONDATE日期NO.版次修改提要SEAL(REGISTERED ENGINEER)MAIN DESIGNER主设计人HEBEI ARCHITECTURAL DESIGN & RESEARCH INSTITUTE CO.,LTD.设计证书等级：甲级 编号 030102-sj河北建筑设计研究院有限责任公司方案设计人CONCEPTUAL 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