扣件式钢管(拉吊卸荷)脚手的架设计计算书(纵上).doc
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1、and urban medical rescue work, conscientiously strengthen leadership, sound system. County Government was set up by the magistrate as head of the Government, civil affairs, finance, health, labour and other related departments mainly responsible as members of the leading group for rural cooperative
2、medical care. Formed a Government, the home of the County supervisors, operation mechanism of collaboration. This year, the County started implementing Medicaid one-stop real time service, medical assistance, basic medical insurance, Effective convergence of insurance and medical relief implementati
3、on plan for 2015 I counties to reconsider an amendment will be accepted to extend the hours of medical aid on June 30, and county-wide poverty population range of serious disease including medical assistance, protection of agricultural and pastoral areas in 22 major diseases and implement home healt
4、h aid secondary aid, to achieve a longitudinal and transverse to the side of Medicaid coverage. So far, the total investment 2.8772 million Yuan relief 955 visits the sick poor people in urban and rural areas, 155,000 to rescue 65 people in patients with serious diseases. (D) efforts to the developm
5、ent of social welfare service, constantly improve the five-guarantee system. Implementing regulations of the rural five-guarantee work, further increase the intensity of day-to-day management and services to the five objects, ensure that the five should do, according to Shi Bao on the basis of furth
6、er perfecting rural five-guarantee system, raise the level of support. So far, funding for any County 89 wubaohu 524,700. Meanwhile, as a region-wide severe disabilities aged care subsidies this year pilot counties, our County has been seriously disabled elderly nursing allowance pilot program, comp
7、leting survey work for severely disabled older people throughout the County, and in June began issuing subsidies, up to now, the nursing allowance total 79200 Yuan. For a better implementation of the system of funding for raising, my County in 2015 revised Burqin County of new rural cooperative medi
8、cal care program, will include the full scope of medical aid. Existing 149 orphans in our County are scattered for the community support officers, standard 700 Yuan/month/person, up to now, the total life subsidies for the 149 orphans 983,400 winter coal subsidies for 180,000 yuan. (E) optimize resc
9、ue, relief work strengthening the vagrants and beggars. Under the voluntary aided, voluntary aid bailout principles, further strengthening the work of relief for vagrants and beggars, vagrants and beggars provide assistance such as accommodation, return travel by car, especially for children, the el
10、derly, and the sick, disabled people and young homeless person to implement a point-to-point first aid, after clearing protective relief, and safeguard the basic rights of bailouts. Meanwhile, coordinating public security, urban management, manipulation, coercion against organizations such as the us
11、e of minors, begging for the disabled and to disrupt public order and other illegal panhandling. Up to now, a total of 31,000 toRelief for vagrants and beggars of 42 passengers. (Vi) with a focus on safeguarding the peoples livelihood, promote home projects. Adhere to the project as the starting poi
12、nt, positive projects, schedule, quality, safety, and to quicken the construction of projects, has made a new breakthrough. In 2015, two projects, Burqin County community day care centre for the elderly in friendship peak project, Burqin County hemu kanas Mongolia扣件式钢管(拉吊卸荷)脚手架设计计算书(+39.80m+58.90m)段
13、工程名称:塘厦迎宾豪苑编制单位:东莞市骏鹏建筑工程有限公司一、 综合简述1、主要规程、规范(1)建筑施工扣件式钢管脚手架安全技术规范(JGJ 130-2001,2002年版)(2)建筑施工高处作业安全技术规范(JGJ 80-91)(3)建筑施工安全检查标准(JGJ 59-99)(4)钢结构设计规范(GB500172003)(5)一般用途钢丝绳(GB/T 20118-2006)(6)建筑结构荷载规范(GB5009-2001)(2006年版);(7)混凝土结构设计规范(G1350010-2002)(8) 施工图纸2、计算参数设定脚手架采用48x3.5钢管,内立杆离墙尺寸0.35m,拉吊段高度22.
14、50m;立杆步距h=1.70m,立杆纵距la=1.30m ,立杆横距=0.85m;纵向杆上有2条横向杆,拉吊段底标高+39.80m,冲压钢脚手板铺13.00层。3、钢管截面特征 壁厚t=3.5mm,截面积A=489mm2,惯性矩I=121900mm4;截面模量W=5080mm3,回转半径i=15.8mm,每米长质量0.0384kN/m;Q235钢抗拉、抗压和抗弯强度设计值f=205N/mm2 ,弹性模量E=206000N/mm2。4、荷载标准值(1) 永久荷载标准值每米立杆承受的结构自重标准值0.1200kN/m脚手板采用冲压钢脚手板,自重标准值为0.35kN/m2栏杆与挡板采用栏杆、冲压钢脚
15、手板挡板,自重标准值为0.1400kN/m脚手架上吊挂的安全设施(安全网)自重标准值0.0050kN/m2(2)施工均布活荷载标准值装修脚手架2.00kN/m2 结构脚手架3.00kN/m2 (3)作用于脚手架上的水平风荷载标准值k拉吊段高度为22.50m拉吊段底离地高度39.80m地面粗糙度按B类 风压高度变化系数z=1.56挡风系数= 0.871 背靠建筑物按敞开,框架和开洞墙计算,则脚手架风荷载体型系数 s= 1.3=1.1323基本风压0=0.55kN/m2 广东广州市 (按现行国家标准建筑结构荷载规范(GB5009-2006)的规定采用)水平风荷载标准值k=0.71.561.130.
16、55=0.68kN/m2二、纵横向水平杆验算1、纵向水平杆验算a) 荷载计算脚手板自重GK2=0.350.28=0.10kN/m施工活荷QK=3.000.28=0.84kN/m作用于纵向水平杆线荷载标准值q=1.2GK 1.4QK = 1.2(0.0384+0.10)+1.40.84=1.34kN/mb) 纵向水平杆受力计算每根钢管长约6m,按四跨连续梁计算 (1) 抗弯强度验算弯矩系数KM=0.107最大弯矩M=KMq12 =0.1071.341.301.30=0.24kN.m抗弯强度=M/W =0.241065080.00=47.24N/mm2 f=205N/mm2 抗弯强度满足要求(2)
17、挠度验算挠度系数K=0.632最大挠度=Kq4/(100EI) =0.6321.34(1300)4(100EI)=0.963mm挠度l/150=1300/150=9mm与10mm 挠度满足要求2、横向水平杆受力计算a)荷载计算钢管自重gk1=0.0384kN/m中间纵向水平杆传递支座反力R中=1.141.34001.30=1.986kN旁边纵向水平杆传递支座反力R边=1.986/2=0.993kNb)横向水平杆受力计算(1)抗弯强度验算最大弯矩M=q2/8R中a=0.03840.850.858+1.9860.28=0.57kN.m抗弯强度 =M/W =570000.005080.00=112.
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