目

錄1......................................................................................................................12據(jù)..................................................................................................13..............................................................................................3.1..............................................................................................3.2、活數(shù).........................................................................................................33.3數(shù).........................................................................................................33.4、數(shù)........................................................................................................4數(shù)............................................................................................................44、算.................................................................................................................4算...................................................................................................4算74.3、算...........................................................................................9值0、算..........................................................................................4.6、連..................................................................................................劃...............................................................................................................................................................................................6................................................................................................17容

6.1用...................................................................................................6.2養(yǎng)187、除88、.99.......................................................................................209.1、的..................................................................................................................209.2、.................................................................................209.3、應(yīng)...........................................................................................................21

警...........................................................................................................................................................................................................................................212

.2容2

區(qū)年度水利1工概，為8.6m，為6.5m。2腳架案制據(jù)12建筑》50007-2002)3建筑結(jié)構(gòu)荷載規(guī)范50009-2001)33.111.2為.2米為.8為.3m立桿計(jì)算采用單立管為0為Φ×；0.80；連6.0距1米，采用3.1.1、容

區(qū)年度水利3.1.2、3.1.33.1.4、立，于40mm；3.1.5、掃23.1.6擇與相近立桿于3.1.7、小鋼管在相鄰立桿之間根據(jù)需要加設(shè)1根或根便2

區(qū)年度水利3.1.8、剪沿架為度至60度剪其中個(gè)扣結(jié)點(diǎn)1m3.1.9、1.8距6.0米身，3.1.10、于，3.1.113.23.0kN/m2腳手架設(shè)按3.3為z為1，μ0.649容

區(qū)年度水利3.4、0.1291kN/m2；為kN/m2為；腳手板鋪設(shè)層數(shù)別竹串片腳別欄3.5、地基型沉井內(nèi)部；4、6.3m，4.1、大算4.1.1、均布值P1=0.0334

區(qū)2016值:::；圖中度)圖支座最大彎矩)下:5

12區(qū)年度水利12為max=0.08×0.147×1.5001.2601.500kN.m；下

+0.10×1.2601.500

M-0.10××1.5002；Max(0.310×,0.365×10度σ4.1.3、撓容

區(qū)年度水利值q1=P1+P2=0.033+0.090=0.123；值Q=0.900kN/m；V=0.677×4/(100××121900.0)+0.990×0.900×15002.06105×；縱向、受與10請(qǐng)JGJ130-2001表10求算在最不利荷載布置下計(jì)算：×；：×1.200；值=；7

區(qū)2016、強(qiáng)均布:M

qmax

==:M

pmax

M

pmax

==；M

qmax

+M=0.786kN.m；pmax=M/W=

、撓度8

區(qū)年度水利下:0.038×12004/(384×2.060105P2=p1+Q==；下:=19×1507×

×2.06010

5×=5.131；V=+=；10求；4.3、算5旋轉(zhuǎn)單扣件承載力取值為.00kN按照扣件9

區(qū)年度水利數(shù)，該縱向或橫扣件的抗滑承載力按算5R--扣件抗滑值取R--值P1=值P2=×；值Q=1.20×=2.700；值×R<6.40,!值活荷靜荷載標(biāo)(1)每值kN/m)；本0==1.813kN容0

區(qū)年度水利(2)腳值為0.350.35071.500×=2.205kN；(3)欄值本標(biāo)為0.11=7×=網(wǎng)(kN/m2)=×1.200×=0.087；=4.683；內(nèi)外立桿按一縱的/21.200×1.500×=；容1

區(qū)年度水利Wo基壓(kN/m2)，》的Wo；Uz--風(fēng)》；Us--風(fēng)荷：；=×0.800××0.6490.654kN/m2；時(shí)立桿的軸N=13.180kN時(shí)立桿的軸N=1.2NG+0.85×1.4NQ=×××=1.4WkLah2/10×1.4×0.654容2

區(qū)年度水利1.500×1.800=算：；：=：=《扣件式表.3.3得u=1.530,由

Lo=：==194.000φφA=4.89cm2；量矩：=；：=13180.000/(0.191×N/mm2；容

區(qū)年度水利=141.115[f]=時(shí)立桿的穩(wěn)：=12.046：=：K=1.155《扣表=1.530,由lo=確：==194.000φφA=4.89cm2；量矩：=；：=12046.400/(0.191×=容4

區(qū)年度水利N/mm2；=203.4=4.6Nl=+No=0.654kN/m2；=10.8m2(No=5.000；力(kN)，=×=；+No=；Nf=NhNL=14.889kN<Nf=32kN,容

區(qū)年度水利≦fg

p—(kN/m2)，=N/A；=N(kN)；=13.18A—(m2)A=fg(kN/m2)；fg=fg=kc×fgk

——=1.00fgk—；=150.00求容6

區(qū)年度水利

12

3.5

M

155

1234

0

2211

66.16.1.1容