临时设施方案

余政储出【2016】49号地块1〜10#楼、地下室工程临设方案编制人： 审核人： 审批人： 时间： 余政储出（2016余政储出（2016）49号1-10#楼、地下室工程 临设方案#L3=2.54xl.5x0.65=2.48KN/mL4=2.54xl.5x0.65=2.48KN/mL5=2.54xl.5x0.6=2.29KN/mL=2.54x1.5x0.15+0.2(栏杆)=0.77KN/mo次梁作用于主梁的荷载%P? 辛 耳卜RR 4 \k>1/xJ/y900900900600900300t00Ft f f-f1))6f n* P=1.34x3.6=6.2KNP2=3.43x3.6=12.3KNP3=2.48x3.6=8.93KNP3=2.48x3.6=8.93KNP5=2.29x3.6=8.24KNP=0.77x3.6=2.77KNo次梁的计算lm2=o0.35R-0.9R=0上 斜R二R°xsin(90o-75o)=6.174x0.259=1.6KN斜20.35R上=0.9R斜R上=0.9x1.6：0.35=4.11KNR上上弦2L30x3fu实二(4.11x1000);(3.498x100)=4110:349.8=11.75<f『375N/mm28.7底层柱的计算：600090090090090090060(T90030600090090090090090060(T90030P/361RR£Ma=06RB+7.2RC-0.9P2-1.8P2-2.7P2-3.6P2-4.5P2-5.4P3-6(P4+13.61)-6.9P5-7.2(P6+2.27)=06RB+7.2RC-13.5P2-5.4P3-6P4-4x13.61-6.9P5-7.2P6-7.2x2.27=06RB+5RC-5.4x12.3-3.6x8.93-4x8.93-39.32-4.9x8.24-5.2x2.77-14.4=06Rb+5Rc66.42-32.15-35.72-39.32-40.38-14.4-14.4=06Rb+5Rc-242.79=0£Mb=06RA+4(P1+7.56)+5.1P2+2.2P2+1.3P2+0.4P3-0.9P5-1.2(P6+2.27)+1.2RC=06RA+4Pl+4x11.34+3.1P2+4.2P2+3.3P2+2.4P2+1.5P2+0.6P3-0.9P5-1.2P6-1.2x2.27+1.2RC=06Ra+49.2+30.24+81.18+3.57-14.06+1.2Rc=01.2Rc-4Ra+150.13=0£Mc=07.2xP1+7.2+11.34+6.3P2+5.4P2+3.5P2+2.6P2+1.8P3+1.2P4+1.2x9.8+0.3P5-5.2RA-1.2Rb=032.24+39.31+10.2x12.3+1.6x8.93+1.2x8.93+11.8-0.3x8.24-5.2RA-1.2RB=0231.34-5.2Ra-1.2Rb=0解得：Ra=50.55KN

RB=61.4KNRC=16.28KNM5Q55KNuu满足要求，安全。取RB即B轴线柱（最大值）H248*124*5*8A=1896mm2f=61.4KNX896=61400X896=32.38<f=375N/mm2九、附图临设总平面布置图临设平面布置图临设排水平面布置图立审附中金崛50另水他优哽：外麻内环K胸区.通通唠累二,晶息3L相,术H1同初/里+?(£依1H■市*&建H■计加洋跑尾牌矗中M显文叱附三4240勘由二40尊环方相酸*I通、邙版总小出明- 匚*।雄