qm08石材双切面背栓式干挂施工工法.doc
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1、collection, storage, protection facilities can not meet the archives in the new era, the collection, collation, protection requirements, especially the lag of archive information management. 2, a part-time archivists of training and learning there is still a lack of the knowledge structure of archiv
2、ists is not comprehensive enough, still can not meet the needs of archives work, in-depth development of the archives work. Measures to solve the Bureau will in future work of archives management to be improved effectively. One is to overcome the shortage of personnel difficulties, concentrate on fi
3、nishing a good historical archives. The second is to further strengthen archives management training efforts, focusing on the study of archives management, utilization and archives laws and regulations etc. Knowledge to further enhance archival consciousness of cadres and workers and do a good job i
4、n the consciousness of the archives work, improve the efficiency in the use of archives. The third is to further improve the level of archives management equipment, with the continuous development of the archives work, overcome the financial resources, lack of material enlarged the file management o
5、f equipment investment. In a word, on the basis of insufficient to improve, global will work together, I Bureau of archives management work standardized track to play of archives work in the protection of peoples livelihood, improve the livelihood of the people, the fundamental role of serving the p
6、eoples livelihood.XX County Culture and sports and News Publishing Bureau is responsible for the main work is the work of sports culture, press and publication work. In order to further improve my bureau of agriculture related funds management, strengthen regulation of agriculture related funds, imp
7、rove efficiency in the use of agriculture related funds, effectively improve and enhance the peoples production and living standard of people. According to the (precious Zhengban pass 2015 No. 40) the spirit of the document, I Bureau in a timely manner to global within the scope of agriculture relat
8、ed special funds for the project source, uses, use of self-examination and self correction, self inspection shall be reported to the Sue.A work of self correction, agriculture related funds (a) report of lottery funds of agriculture related funds of self-examination and rectification workThe cat cha
9、se chase chase were received by 2013 the lottery public welfare fund project funds use: I Bureau Finance Bureau file your wealth 2013 No. 603 file, your wealth 2014 45 file. Your wealth 2014 45 file notice: 2013 farmer sports fitness project and village level public service basketball field construc
10、tion capital of 690 million yuan, of which (Wei Dong Tang Cun, Li Xiang Xin Cun, Li Xiang Fu Tuan Cun, Li Xiang Tan Yang village, Hong Cheng Zhen Shan Cun, Qingfeng Zhen Tai Xing Cun 1.15 million yuan). The funds have been the County Finance Bureau of the budget shares issued directly to the townshi
11、p wealth County tube office, has been allocated to the township specific units . your wealth chasing 2013 document No.1.工法特点1.0.1石材背栓锚固点抗剪能力强,可适用于大规模石材幕墙的安装,能有效地抵御地震冲击和动力荷载作用。1.0.2双切面抗震型背栓,由于锚栓底部不受正风压影响,可适用于现有各种高度,及最大风压地区使用。1.0.3专用石材打孔机可自动化扩孔,石材打孔极为方便。1.0.4安装方法极为简便,误差便于调整,便于大面积展开施工,施工工期短。1.0.5安装质量和外
12、观质量有保证。2适用范围2.0.1适用于建筑外立面采用石材装饰的幕墙工程。2.0.2适用的单块石材面积不大于5.5;单块石材重量不大于700;石材厚度不小于25。3工艺原理3.0.1双切面背栓连接的石材幕墙技术原理,是在石材板背面用特殊工具通过无损高速切削出四个可控制板厚的双切面扩底孔腔,孔腔内安装带有柔性套管和垫片的锚栓,然后再把锚栓通过连接件(挂件)与幕墙龙骨紧密连接,在缓冲套垫的作用下,动荷载耐疲劳性能强,适用范围广,抗震性能强。有效提高了石材幕墙的抗剪及抗震性能。3.0.2 双切面背栓是指通过拓孔和切除公差的二个切面的金刚石钻头,在石材背面切孔底部扩大孔,并且在石材背部表面将多余板厚切
13、除,然后将背栓打入孔内后固定挂件与龙骨相连。如图3.0.1所示:图3.0.1双切面抗震型后切背栓单挂点群锚安装3.0.3 尺寸大于1.5m1.5m的超大规格石材干挂应采用群锚技术。群锚是在单个挂点单颗锚栓无法满足承载力情况下,在单个挂点处增加锚栓。图3.0.2群锚安装示意图4工艺流程及操作要点4.1工艺流程4.1.1石材双切面背栓式干挂施工工艺流程见图4.1.1施工准备材料准备石材分格图设计安装节点设计龙骨体系设计石材加工制作龙骨加工制作测量放线、验线进场前检验进场前检验测量放线、验线背栓定位、打孔清理检查安装背栓安装挂件主龙骨安装、调整次龙骨安装、调整保温板安装导水板安装防火系统安装避雷系统
14、安装隐蔽工程验收石材安装、调整打胶、清理检查验收图4.1.1工艺流程图4.2操作要点4.2.1深化设计要点1石材背栓孔位设计石材孔位设计一般为板材长边1/5,短边1/3处,孔与孔之间的距离应大于石材应力破坏范围。群锚孔位设计:单个挂点上的的孔间距应大于120应力破坏范围,且必须在同一水平线上。图4.2.1群锚孔位设计示意图以40厚花岗岩石材为例,背栓孔深25,背栓孔间距不应小于100。3石材板缝一般不应小于10。4龙骨体系设计应满足金属与石材幕墙工程技术规范(JGJ133-2001)要求。4.2.2石材打孔石材必须经检查合格后开始钻孔,在通过带水钻孔时,应进行在线检查,是否有隐伤出现,所以在线
15、检查是质量检查的关键环节,石材完全合格后方可安装锚栓,钻孔用机械设备要经调试运行合格。打孔质量直接影响到背栓的牢固程度和幕墙的安全性。开孔过程中注意按要求更换钻头,一般每500个孔更换一次,同时对已打好的孔用专用工具检查孔径、孔深和扩孔质量。钻孔深度不应小于15mm,且不应大于2/3板厚。进场石材背栓孔质量验收项目为:孔位置、孔直径、孔深和扩孔质量。对进场石材进行严格验收,有不合格孔的石材,退场重新加工。4.2.3背栓安装施工安装背栓时,应确保栓孔清洁无损坏现象,方可装入背栓。背栓孔深度、大小必须和背栓规格一致。拓孔后应立即安装锚栓,在没有及时安装锚栓的背栓孔内应采用压缩空气吹干净,整洁无杂物
16、碎屑后立即安装,安装背栓时应保证石材水平放置在平整坚硬的物体表面,采用铁锤垂直下落通过专用套筒将背栓敲入孔内。背栓必须安装到孔底,严禁植入半孔中。已安装好的背栓,外露丝扣长度不应少于2个螺距。背栓安装完成应垂直于石材板面,不得歪斜松动,并做好成品保护。严禁碰撞已安装好的背栓。4.2.4龙骨体系安装施工1竖龙骨安装根据龙骨加工图对进场龙骨各类连接孔进行检查验收:竖龙骨与钢伸臂连接孔为圆孔,钢伸臂为横向长孔。由下至上采用不锈钢螺栓把竖龙骨连接在钢伸臂上,要求垫好方垫片,弹簧垫压平,螺栓拧紧。上下竖龙骨间用芯筒连接。每排竖龙骨施工完后,方垫片和钢伸臂间应进行防滑移焊接。2支托件安装根据竖龙骨上的支托
17、件连接孔位置,把支托件用不锈钢螺栓(带方垫片和弹簧垫)连接在竖龙骨上,暂时不拧紧。待横龙骨安装调整后再拧紧,进行抗滑移焊接。3横龙骨安装每一竖向分区先安装最上、最下两根横龙骨,上下拉好尼龙控制线,根据弹在外维护墙上的横龙骨标高线,由下至上依次安装。支托件和横龙骨连接螺栓为2个,要求螺栓必须拧紧,确保标高和平面位置准确。龙骨体系验收完毕,可进行施工外墙保温板。4连接件安装用不锈钢螺栓把连接件固定在横龙骨上,弹簧垫压平。上、下连接件必须在同一平面位置,这直接影响到石材的垂直度和幕墙的平整度。连接件可以在横龙骨上里外调节。上连接件的立板上开有5 mm宽豁口,以便铝合金挂件上的防滑移螺钉拧入豁口,确保
18、每块石材左右稳定。5防雷接地施工横、竖龙骨安装完毕,按照规范要求,每层采用10镀锌钢筋和竖龙骨焊接连接,然后与结构柱子、框架梁上的防雷接地点焊接。6防火带施工应采用层间防火方案,防火带在每层周圈的框架边梁上,用两层2厚镀锌铁皮,内部填充100厚防火棉,接缝打防火胶,防火带必须闭合交圈。7石材安装施工(1)石材安装分区进行,由下至上分区进行安装。每一区大角、拐角、分格缝都要挂竖向石材面控制线。大角采用细铅丝,分格缝采用尼龙线。(2)把石材吊装到比安装位置高150地方,铝合金上、下挂件对准连接件,慢慢落下,控制好竖向板缝宽度。调整上挂件的高度调节螺栓,使石材水平且横向板缝均匀。(3)为了安全和便于
19、进一步调整,此时手动导链依然要挂住石材,用靠尺检查石材垂直度和接缝平整度,偏差超过允许范围的,把石材微微吊起,用专用扳手松开连接件螺栓,调整连接件位置。(4)调整完毕后,拧紧螺栓和防滑移螺钉,全部松开导链,安装上一块石材,顺序安装至每一区施工完毕。吊装过程中尤其注意对已经安装好的石材和吊装石材的成品保护。石材安装要严格控制缝隙宽度和缝隙顺直。安装过程中,应避免下挂件内的尼龙条脱落。每块石材安装好后,手动用力里外搬石材下口,检查是否有错动现象。如有错动,应检查下挂件内尼龙条是否脱落。5材料与设备5.1材料要求5.1.1在工程施工前应由生产厂家提供以下试验报告:锚栓拉伸试验、剪切试验;锚固件抗拉拔
20、承载能力试验、锚固的长期静载试验、锚固的荷载疲劳试验,即反复荷载的疲劳试验。5.1.2对于超过规范要求的大型石材幕墙,重点工程项目或对幕墙结构有特殊抗震要求的,要在工程施工前进行抗震试验。5.1.3背栓锚固的石材的厚度应满足现行行业标准金属与石材幕墙工程技术规范(JGJ133-2001)中石材最小厚度的要求。5.2材料与设备5.2.1背栓背栓式锚栓的螺杆、钢套、螺母。应采用优质奥氏体不锈钢或其它经检验符合要求的不锈钢钢材;柔性套筒和尼龙垫片应采用具有优良耐久性的高性能材料。1背栓的几何尺寸应满足产品设计图纸要求,出厂质量检验要求如下:1)尺寸及公差:采用游标卡尺测量。2)材料:优质奥氏体不锈钢
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