建筑幕墻安裝工程安全施工計(jì)算書(shū)及相關(guān)施工圖紙

9.1 鋼結(jié)構(gòu)支撐塔架計(jì)算書(shū)及圖紙 19.1.1設(shè)計(jì)依據(jù) 19.1.2軟件信息 29.1.3結(jié)構(gòu)信息 29.1.1.1 總體信息 29.1.1.2 幾何信息 39.1.1.3 計(jì)算參數(shù) 139.1.1.4 設(shè)計(jì)參數(shù) 139.1.4計(jì)算簡(jiǎn)圖 149.1.5材料信息 159.1.1.5 材料特性 159.1.1.6 材料統(tǒng)計(jì) 159.1.6荷載與組合 169.1.1.7 工況信息 169.1.1.8 荷載信息 169.1.1.9 荷載組合 209.1.7周期與振型 209.1.1.10 周期與質(zhì)量參與系數(shù) 209.1.8線性計(jì)算結(jié)果 219.1.1.11 線性反力 219.1.1.12 線性?xún)?nèi)力 249.1.1.13 線性位移 359.1.9驗(yàn)算結(jié)果 379.1.1.14 桿件應(yīng)力比限值分布圖 379.1.10塔架圖紙 469.2 板塊吊裝炮車(chē)設(shè)計(jì)計(jì)算書(shū) 519.2.1設(shè)計(jì)依據(jù) 519.2.2計(jì)算簡(jiǎn)圖 529.2.3荷載與組合 549.2.4內(nèi)力位移計(jì)算結(jié)果 559.2.5設(shè)計(jì)驗(yàn)算結(jié)果 679.2.6鋼絲繩驗(yàn)算 719.2.7配重校核 729.2.8銷(xiāo)軸連接校核 739.2.9螺栓連接校核 769.1 鋼結(jié)構(gòu)支撐塔架計(jì)算書(shū)及圖紙9.1.1設(shè)計(jì)依據(jù)《鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)》(GB50017-2017)《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》(GB50007-2011)《建筑結(jié)構(gòu)可靠性設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn)》(GB50068-2018)《鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)范》(GB50936-2014)《矩形鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)程》(CECS159-2004)《鋼結(jié)構(gòu)焊接規(guī)范》(GB50661-2011)《鋼結(jié)構(gòu)高強(qiáng)度螺栓連接技術(shù)規(guī)程》(JGJ82-2011)9.1.2軟件信息3D3SDesign2021.2（上海同磊土木工程技術(shù)有限公司）9.1.3結(jié)構(gòu)信息9.1.1.1 總體信息節(jié)點(diǎn)總數(shù)60支座總數(shù)4單元總數(shù)140材料種類(lèi)1截面種類(lèi)2荷載工況29.1.1.2 幾何信息圖9.1.3.2-1塔架節(jié)點(diǎn)編號(hào)圖（整體）

表9.1.3.2-1塔架節(jié)點(diǎn)信息表節(jié)點(diǎn)信息表節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)備注節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)備注10.0000.00012060.00020.0000.0006240.0003-0.0001.85016220.00041.8501.85018160.00051.8501.85014280.00060.0001.85012340.00071.8500.00016220.00081.8500.00012340.00090.0000.00018160.000100.0000.00014280.000111.8500.00014280.000120.0001.85014280.000131.8501.85016220.000140.0000.00016220.000150.0000.00012340.000161.8500.00018160.000170.0001.85018160.00018-0.0001.85010120.000191.8501.85012060.000201.8501.8508180.000210.0001.8506240.000221.8500.00010120.000231.8500.0006240.000240.0000.0008180.000251.8500.0008180.000260.0001.8508180.000271.8501.85010120.000280.0000.00010120.000291.8500.00012060.000300.0001.85012060.00031-0.0001.8504020.000321.8501.8505960.000331.8501.8502080.000340.0001.850140.000351.8500.0004020.000361.8500.000140.000370.0000.0005960.000380.0000.0002080.000391.8500.0002080.000400.0001.8502080.000411.8501.8504020.000420.0000.0004020.000431.8500.0005960.000440.0001.8505960.000451.8501.85012340.000461.8501.8506240.000470.0000.000140.000481.8501.850140.000490.0000.0000.000支座類(lèi)型1500.0000.00018300.000511.8501.8500.000支座類(lèi)型1521.8501.85018300.000531.8500.0000.000支座類(lèi)型1541.8500.00018300.000550.0001.8500.000支座類(lèi)型1560.0001.85018300.000571.8500.92518160.000580.9250.00018160.000590.0000.92518160.000600.9251.85018160.000圖9.1.3.2-2塔架單元編號(hào)圖（整體）

表9.1.3.2-2塔架單元信息表單元信息表（注：等肢角鋼的2、3軸分別對(duì)應(yīng)u、v軸）單元號(hào)截面名稱(chēng)材料名稱(chēng)長(zhǎng)度(m)面積(mm2)繞2軸慣性矩(×104mm4)繞3軸慣性矩(×104mm4)繞2軸計(jì)算長(zhǎng)度系數(shù)繞3軸計(jì)算長(zhǎng)度系數(shù)i節(jié)點(diǎn)釋放j節(jié)點(diǎn)釋放1矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.0002矩150x150x5x5Q235B0.2802900.001017.421017.422.0002.0003矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.0004矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.0005矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R36矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R37矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R38矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R39矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R310矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R311矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R312矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R313矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R314矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R315矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R316矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R317矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R318矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R319矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R320矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R321矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00022矩150x150x5x5Q235B0.9252900.001017.421017.422.0002.00023矩150x150x5x5Q235B0.9252900.001017.421017.422.0002.00024矩150x150x5x5Q235B0.9252900.001017.421017.422.0002.00025矩150x150x5x5Q235B0.9252900.001017.421017.422.0002.00026矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R327矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R328矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R329矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R330矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R331矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R332矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R333矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R334矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R335矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R336矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R337矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R338矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R339矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R340矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R341矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R342矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R343矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R344矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R345矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R346矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R347矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R348矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R349矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R350矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R351矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R352矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R353矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R354矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R355矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R356矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R357矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R358矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R359矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R360矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R361矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R362矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R363矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R364矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R365矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R366矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R367矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R368矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R369矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R370矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R371矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R372矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R373矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R374矩150x150x5x5Q235B0.1402900.001017.421017.425.0285.02875矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R376矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R377矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R378矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R379矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R380矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R381矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R382矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R383矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R384矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R385矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R386矩80x80x4x4Q235B1.8501216.00117.38117.381.0001.000R1R2R3R2R387矩150x150x5x5Q235B0.1402900.001017.421017.422.0002.00088矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00089矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00090矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00091矩150x150x5x5Q235B0.2802900.001017.421017.422.0002.00092矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00093矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00094矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00095矩150x150x5x5Q235B0.2802900.001017.421017.422.0002.00096矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00097矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00098矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.00099矩150x150x5x5Q235B0.1402900.001017.421017.425.0285.028100矩150x150x5x5Q235B0.1402900.001017.421017.422.0002.000101矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000102矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000103矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000104矩150x150x5x5Q235B0.2802900.001017.421017.422.0002.000105矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000106矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000107矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000108矩150x150x5x5Q235B0.2802900.001017.421017.422.0002.000109矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000110矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000111矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000112矩150x150x5x5Q235B0.1402900.001017.421017.425.0285.028113矩150x150x5x5Q235B0.1402900.001017.421017.422.0002.000114矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000115矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000116矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000117矩150x150x5x5Q235B0.2802900.001017.421017.422.0002.000118矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000119矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000120矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000121矩150x150x5x5Q235B0.2802900.001017.421017.422.0002.000122矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000123矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000124矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000125矩150x150x5x5Q235B0.1402900.001017.421017.425.0285.028126矩150x150x5x5Q235B0.1402900.001017.421017.422.0002.000127矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000128矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000129矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000130矩150x150x5x5Q235B0.2802900.001017.421017.422.0002.000131矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000132矩150x150x5x5Q235B1.9402900.001017.421017.422.0002.000133矩150x150x5x5Q235B0.9252900.001017.421017.422.0002.000134矩150x150x5x5Q235B0.9252900.001017.421017.422.0002.000135矩150x150x5x5Q235B0.9252900.001017.421017.422.0002.000136矩150x150x5x5Q235B0.9252900.001017.421017.422.0002.000137矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R3138矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R3139矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R3140矩80x80x4x4Q235B2.6811216.00117.38117.381.0001.000R1R2R3R2R3圖9.1.3.2-3塔架截面編號(hào)圖（整體）表9.1.3.2-3塔架截面信息表截面信息表截面編號(hào)截面類(lèi)型截面名稱(chēng)構(gòu)件總數(shù)1矩形管截面矩150x150x5x5602矩形管截面矩80x80x4x4809.1.1.3 計(jì)算參數(shù)(1)動(dòng)力特性計(jì)算計(jì)算振型數(shù):9振型類(lèi)型:特征向量(2)線性計(jì)算梁?jiǎn)卧獙傩?一般梁?jiǎn)卧W拉梁）梁抗扭慣性矩:自由扭轉(zhuǎn)慣性矩考慮P-Δ/二階效應(yīng)：否9.1.1.4 設(shè)計(jì)參數(shù)結(jié)構(gòu)重要性系數(shù)：1.000支撐臨界角：15.000°表9.1.3.4-1抗?fàn)幍燃?jí)一覽表抗震等級(jí)結(jié)構(gòu)類(lèi)型抗震等級(jí)構(gòu)造措施的抗震等級(jí)鋼框架三級(jí)三級(jí)

9.1.4計(jì)算簡(jiǎn)圖圖9.1.4-1計(jì)算簡(jiǎn)圖（整體）注：藍(lán)色單元為普通單元，綠色單元為連接單元，綠色實(shí)心圓為支座，黃色實(shí)心圓為主從節(jié)點(diǎn)的主節(jié)點(diǎn)

表9.1.4-1支座信息表支座信息表（單位:剛度：kN/mmkN*mm/rad位移：mmrad）支座類(lèi)型平動(dòng)1平動(dòng)2平動(dòng)3轉(zhuǎn)動(dòng)R1轉(zhuǎn)動(dòng)R2轉(zhuǎn)動(dòng)R31剛性剛性剛性剛性剛性剛性9.1.5材料信息9.1.1.5 材料特性表9.1.5.1-1材料特性表名稱(chēng)材料彈性模量(kN/mm2)泊松比線膨脹系數(shù)設(shè)計(jì)強(qiáng)度(MPa)質(zhì)量密度(kg/mm3)Q235B-1Q235206.0000.3001.20e-05按規(guī)范7.85e-069.1.1.6 材料統(tǒng)計(jì)圖9.1.5.2-1材料統(tǒng)計(jì)圖表9.1.5.2-1鋼匯總表鋼匯總表序號(hào)截面材性數(shù)量長(zhǎng)度(m)重量(kg)1矩80x80x4x4Q235B-180177.9051698.2092矩150x150x5x5Q235B-16080.6001834.859140根258.505m3533kg

9.1.6荷載與組合9.1.1.7 工況信息表9.1.6.1-1工況信息表序號(hào)工況號(hào)荷載類(lèi)型自重系數(shù)荷載說(shuō)明10恒121風(fēng)09.1.1.8 荷載信息(1)節(jié)點(diǎn)荷載列表(力:kN;分布力:kN/m;彎矩:kN.m;分布彎矩:kN.m/m)表9.1.6.2-1節(jié)點(diǎn)荷載列表序號(hào)荷載類(lèi)型工況PxPyPzMxMyMz1恒00.0000.000-31.0000.0000.0000.000(2)桿件導(dǎo)荷載列表(力：kN；分布力：kN/m；彎矩：kN.m；分布彎矩：kN.m/m)表9.1.6.2-2桿件導(dǎo)荷載列表序號(hào)荷載類(lèi)型工況導(dǎo)荷方式體型系數(shù)面荷載值(基本風(fēng)壓)1風(fēng)1雙向桿件2.4000.3501、恒荷載（1）恒荷載01）恒荷載0節(jié)點(diǎn)荷載表9.1.6.2-3節(jié)點(diǎn)荷載表節(jié)點(diǎn)荷載表序號(hào)Px(kN)Py(kN)Pz(kN)Mx(kN.m)My(kN.m)Mz(kN.m)10.0000.000-31.0000.0000.0000.000圖9.1.6.2-1恒荷載工況0節(jié)點(diǎn)荷載分布圖（整體）

2、風(fēng)荷載（1）基本參數(shù)基本風(fēng)壓：0.35(kN/m2)地面粗糙度：C風(fēng)計(jì)算用規(guī)范：《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)風(fēng)荷載計(jì)算用阻尼比：0.02參考點(diǎn)高度Z0（m）：0.00風(fēng)壓高度變化修正系數(shù)：1.00（2）風(fēng)荷載11）風(fēng)荷載1桿件導(dǎo)荷載表9.1.6.2-4桿件荷載表?xiàng)U件荷載表序號(hào)導(dǎo)荷方式基本風(fēng)壓(kN/m2)體型系數(shù)風(fēng)振系數(shù)1雙向桿件0.3502.400自動(dòng)計(jì)算圖9.1.6.2-2風(fēng)荷載工況1體型系數(shù)分布圖（整體）

3、地震作用計(jì)算依據(jù)：《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)地震烈度：8度0.20g場(chǎng)地類(lèi)別：Ⅱ類(lèi)設(shè)計(jì)地震分組：第二組特征周期值(s)：0.4多遇水平地震影響系數(shù)最大值：0.16罕遇水平地震影響系數(shù)最大值：0.9計(jì)算振型數(shù)：9結(jié)構(gòu)阻尼比：0.04周期折減系數(shù)：1按雙向地震作用考慮耦合：否振型組合方法：CQC計(jì)算豎向地震作用：否9.1.1.9 荷載組合(1)1.200恒載+1.300水平地震(2)1.000恒載+1.300水平地震9.1.7周期與振型9.1.1.10 周期與質(zhì)量參與系數(shù)表9.1.7.1-1周期與質(zhì)量參與系數(shù)表振型周期(s)X向質(zhì)量參與系數(shù)Y向質(zhì)量參與系數(shù)Z向質(zhì)量參與系數(shù)10.57747.290%36.928%0.000%20.54836.460%47.258%0.000%30.1530.000%0.000%0.000%40.0790.000%0.000%72.869%50.0760.000%0.000%2.528%60.0710.000%0.000%0.000%70.0703.854%0.010%0.000%80.0580.197%8.905%0.000%90.0555.436%0.393%0.000%合計(jì)93.238%93.493%75.397%9.1.8線性計(jì)算結(jié)果9.1.1.11 線性反力圖9.1.8.1-1支座節(jié)點(diǎn)編號(hào)圖（整體）1、最不利反力表9.1.8.1-1線性組合最不利反力線性組合最不利反力表(標(biāo)準(zhǔn)值)(單位：kN、kN.m)節(jié)點(diǎn)號(hào)控制組合號(hào)組合序號(hào)N1N2N3M1M2M355N1最大124.6071.62572.913-0.5900.7390.00655N2最大14-1.6574.233-23.751-1.016-0.568-0.00355N3最大132.109-4.68575.0350.7390.2910.00355M1最大132.109-4.68575.0350.7390.2910.00355M2最大124.6071.62572.913-0.5900.7390.00655M3最大124.6071.62572.913-0.5900.7390.00655合力最大132.109-4.68575.0350.7390.2910.00355N1最小11-4.155-2.078-21.6290.313-1.016-0.00655N2最小132.109-4.68575.0350.7390.2910.00355N3最小14-1.6574.233-23.751-1.016-0.568-0.00355M1最小14-1.6574.233-23.751-1.016-0.568-0.00355M2最小11-4.155-2.078-21.6290.313-1.016-0.00655M3最小11-4.155-2.078-21.6290.313-1.016-0.00653N1最大124.1552.078-21.629-0.3131.016-0.00653N2最大14-2.1094.68575.035-0.739-0.2910.00353N3最大14-2.1094.68575.035-0.739-0.2910.00353M1最大131.657-4.233-23.7511.0160.568-0.00353M2最大124.1552.078-21.629-0.3131.016-0.00653M3最大11-4.607-1.62572.9130.590-0.7390.00653合力最大14-2.1094.68575.035-0.739-0.2910.00353N1最小11-4.607-1.62572.9130.590-0.7390.00653N2最小131.657-4.233-23.7511.0160.568-0.00353N3最小131.657-4.233-23.7511.0160.568-0.00353M1最小14-2.1094.68575.035-0.739-0.2910.00353M2最小11-4.607-1.62572.9130.590-0.7390.00653M3最小124.1552.078-21.629-0.3131.016-0.00651N1最大120.1590.153-23.573-0.1890.1940.00751N2最大120.1590.153-23.573-0.1890.1940.00751N3最大11-0.496-0.49068.9340.577-0.581-0.00751M1最大11-0.496-0.49068.9340.577-0.581-0.00751M2最大120.1590.153-23.573-0.1890.1940.00751M3最大120.1590.153-23.573-0.1890.1940.00751合力最大11-0.496-0.49068.9340.577-0.581-0.00751N1最小11-0.496-0.49068.9340.577-0.581-0.00751N2最小11-0.496-0.49068.9340.577-0.581-0.00751N3最小120.1590.153-23.573-0.1890.1940.00751M1最小120.1590.153-23.573-0.1890.1940.00751M2最小11-0.496-0.49068.9340.577-0.581-0.00751M3最小11-0.496-0.49068.9340.577-0.581-0.00749N1最大120.4960.49068.934-0.5770.581-0.00749N2最大120.4960.49068.934-0.5770.581-0.00749N3最大120.4960.49068.934-0.5770.581-0.00749M1最大11-0.159-0.153-23.5730.189-0.1940.00749M2最大120.4960.49068.934-0.5770.581-0.00749M3最大11-0.159-0.153-23.5730.189-0.1940.00749合力最大120.4960.49068.934-0.5770.581-0.00749N1最小11-0.159-0.153-23.5730.189-0.1940.00749N2最小11-0.159-0.153-23.5730.189-0.1940.00749N3最小11-0.159-0.153-23.5730.189-0.1940.00749M1最小120.4960.49068.934-0.5770.581-0.00749M2最小11-0.159-0.153-23.5730.189-0.1940.00749M3最小120.4960.49068.934-0.5770.581-0.007

9.1.1.12 線性?xún)?nèi)力1、線性組合包絡(luò)圖9.1.8.2-1線性組合軸力N最大包絡(luò)云圖:kN（整體）表9.1.8.2-1單元的內(nèi)力表軸力N最大的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31126240.14038.600-2.2225.571-0.0040.1910.2462113230.14038.6002.222-5.571-0.004-0.191-0.2463101221.94038.0870.0300.2430.0090.235-0.039488211.94038.087-0.030-0.2430.009-0.2350.039587210.14037.480-0.257-0.2500.0090.269-0.2746100220.14037.4800.2570.2500.009-0.2690.2747128241.94032.975-0.210-0.012-0.0040.0010.1728115231.94032.9750.2100.012-0.004-0.001-0.1729127241.94032.3710.2380.001-0.004-0.066-0.24410114231.94032.371-0.238-0.001-0.0040.0660.244圖9.1.8.2-2線性組合軸力N最小包絡(luò)云圖:kN（整體）表9.1.8.2-2單元的內(nèi)力表軸力N最小的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31126130.000-94.9822.719-6.0680.0030.9740.3922113140.000-94.982-2.7196.0680.003-0.974-0.392387120.000-87.3460.6280.620-0.009-0.7300.7364100110.000-87.346-0.628-0.620-0.0090.730-0.7365101110.000-87.101-0.452-0.664-0.0090.643-0.648688120.000-87.1010.4520.664-0.009-0.6430.6487127130.000-85.321-0.6570.4170.003-0.566-0.6218114140.000-85.3210.657-0.4170.0030.5660.6219128130.000-84.5920.617-0.3940.0030.5040.68110115140.000-84.592-0.6170.3940.003-0.504-0.681圖9.1.8.2-3線性組合彎矩M2最大包絡(luò)云圖:kN.m（整體）表9.1.8.2-3單元的內(nèi)力表彎矩M2最大的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3198121.940-24.9450.2633.743-0.0095.659-0.3012124121.940-18.1460.2123.480-0.0085.453-0.2183111110.000-25.465-0.263-3.743-0.0091.611-0.2124110111.940-25.6800.2121.119-0.0091.611-0.212522210.925-5.06316.3042.4670.0051.439-10.374624220.925-5.06316.3042.4670.0051.439-10.3747133110.000-2.404-19.184-2.5150.0051.439-12.3648135120.000-2.404-19.184-2.5150.0051.439-12.364921110.000-18.666-0.212-3.480-0.0081.313-0.197104111.940-8.3590.2020.821-0.0081.313-0.197圖9.1.8.2-4線性組合彎矩M2最小包絡(luò)云圖:kN.m（整體）表9.1.8.2-4單元的內(nèi)力表彎矩M2最小的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31111111.940-24.945-0.263-3.743-0.009-5.6590.301221111.940-18.146-0.212-3.480-0.008-5.4530.218398120.000-25.4650.2633.743-0.009-1.6110.212497121.940-25.680-0.212-1.119-0.009-1.6110.212522120.925-1.05718.001-2.5310.002-1.439-11.515624110.925-1.05718.001-2.5310.002-1.439-11.5157133220.000-3.716-14.7112.4520.001-1.439-9.5258135210.000-3.716-14.7112.4520.001-1.439-9.5259124120.000-18.6660.2123.480-0.008-1.3130.19710123121.940-8.359-0.202-0.821-0.008-1.3130.197圖9.1.8.2-5線性組合彎矩M3最大包絡(luò)云圖:kN.m（整體）表9.1.8.2-5單元的內(nèi)力表彎矩M3最大的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3124120.000-5.61919.6702.4620.005-0.8385.721222110.000-5.61919.6702.4620.005-0.8385.7213133120.925-4.272-18.0402.4460.0020.8245.5014135110.925-4.272-18.0402.4460.0020.8245.5015113120.00030.6825.4242.678-0.008-0.4201.3076126220.000-87.0945.9212.1810.008-0.7251.002787120.000-87.3460.6280.620-0.009-0.7300.7368102130.000-71.2890.6230.0490.0030.0120.6909101131.940-84.751-0.662-0.0180.0030.0120.69010128130.000-84.5920.617-0.3940.0030.5040.681圖9.1.8.2-6線性組合彎矩M3最小包絡(luò)云圖:kN.m（整體）表9.1.8.2-6單元的內(nèi)力表彎矩M3最小的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3122110.925-5.61919.4232.4620.0051.439-12.364224120.925-5.61919.4232.4620.0051.439-12.3643133110.000-2.404-19.184-2.5150.0051.439-12.3644135120.000-2.404-19.184-2.5150.0051.439-12.3645126110.00030.682-5.424-2.678-0.0080.420-1.3076113210.000-87.094-5.921-2.1810.0080.725-1.0027100110.000-87.346-0.628-0.620-0.0090.730-0.736889140.000-71.289-0.623-0.0490.003-0.012-0.690988141.940-84.7510.6620.0180.003-0.012-0.69010115140.000-84.592-0.6170.3940.003-0.504-0.6819.1.1.13 線性位移1、線性最大位移表9.1.8.3-1線性組合最大最小位移表線性組合最大最小位移表最不利項(xiàng)節(jié)點(diǎn)組合名UxUyUzUxyzX方向位移最大57組合1-情況1(恒0+水平地震)9.6754.022-1.00010.525Y方向位移最大54組合1-情況3(恒0+水平地震)4.0239.9030.08510.690Z方向位移最大1組合1-情況1(恒0+水平地震)5.0832.1190.2265.511空間位移最大56組合1-情況4(恒0+水平地震)-4.023-9.903-1.31610.770X方向位移最小59組合1-情況2(恒0+水平地震)-9.675-4.022-2.30410.728Y方向位移最小56組合1-情況4(恒0+水平地震)-4.023-9.903-1.31610.770Z方向位移最小59組合1-情況2(恒0+水平地震)-9.675-4.022-2.30410.728圖9.1.8.3-1線性組合最大最小位移圖（整體）

9.1.9驗(yàn)算結(jié)果9.1.1.14 桿件應(yīng)力比限值分布圖圖9.1.9.1-1應(yīng)力比限值表應(yīng)力比限值表序號(hào)應(yīng)力比下限應(yīng)力比上限101圖9.1.9.1-1應(yīng)力比限值分布圖（整體）

桿件應(yīng)力比分布圖圖9.1.9.2-1桿件應(yīng)力比分布圖

桿件驗(yàn)算結(jié)果云圖1、強(qiáng)度應(yīng)力比圖9.1.9.3-1按“強(qiáng)度應(yīng)力比”顯示構(gòu)件顏色（整體）表9.1.9.3-1“強(qiáng)度應(yīng)力比”最大的前10個(gè)單元的驗(yàn)算結(jié)果“強(qiáng)度應(yīng)力比”最大的前10個(gè)單元的驗(yàn)算結(jié)果（所在組合號(hào)／情況號(hào)）序號(hào)單元號(hào)強(qiáng)度繞2軸整體穩(wěn)定繞3軸整體穩(wěn)定沿2軸抗剪應(yīng)力比沿3軸抗剪應(yīng)力比沿2軸長(zhǎng)細(xì)比沿3軸長(zhǎng)細(xì)比結(jié)果1240.345(1/2)0.2310.3360.0910.0123131滿(mǎn)足2220.345(1/1)0.2310.3360.0910.0123131滿(mǎn)足31330.341(1/1)0.2270.3310.0900.0123131滿(mǎn)足41350.341(1/2)0.2270.3310.0900.0123131滿(mǎn)足51110.176(1/1)0.1260.1100.0010.0176666滿(mǎn)足6980.176(1/2)0.1260.1100.0010.0176666滿(mǎn)足7210.161(1/1)0.1270.1050.0010.0166666滿(mǎn)足81240.161(1/2)0.1270.1050.0010.0166666滿(mǎn)足91130.153(1/1)0.1430.1430.0280.02855滿(mǎn)足101260.153(1/2)0.1430.1430.0280.02855滿(mǎn)足

2、繞2軸穩(wěn)定應(yīng)力比圖9.1.9.3-2按“繞2軸穩(wěn)定應(yīng)力比”顯示構(gòu)件顏色（整體）表9.1.9.3-2“繞2軸穩(wěn)定應(yīng)力比”最大的前10個(gè)單元的驗(yàn)算結(jié)果“繞2軸穩(wěn)定應(yīng)力比”最大的前10個(gè)單元的驗(yàn)算結(jié)果（所在組合號(hào)／情況號(hào)）序號(hào)單元號(hào)強(qiáng)度繞2軸整體穩(wěn)定繞3軸整體穩(wěn)定沿2軸抗剪應(yīng)力比沿3軸抗剪應(yīng)力比沿2軸長(zhǎng)細(xì)比沿3軸長(zhǎng)細(xì)比結(jié)果1220.3450.231(1/1)0.3360.0910.0123131滿(mǎn)足2240.3450.231(1/2)0.3360.0910.0123131滿(mǎn)足31330.3410.227(1/1)0.3310.0900.0123131滿(mǎn)足41350.3410.227(1/2)0.3310.0900.0123131滿(mǎn)足51010.1360.160(1/1)0.1590.0030.0036666滿(mǎn)足6880.1360.160(1/2)0.1590.0030.0036666滿(mǎn)足71270.1320.157(1/3)0.1580.0030.0036666滿(mǎn)足81140.1320.157(1/4)0.1580.0030.0036666滿(mǎn)足91280.1310.156(1/3)0.1570.0030.0036666滿(mǎn)足101150.1310.156(1/4)0.1570.0030.0036666滿(mǎn)足

3、繞3軸穩(wěn)定應(yīng)力比圖9.1.9.3-3按“繞3軸穩(wěn)定應(yīng)力比”顯示構(gòu)件顏色（整體）表9.1.9.3-3“繞3軸穩(wěn)定應(yīng)力比”最大的前10個(gè)單元的驗(yàn)算結(jié)果“繞3軸穩(wěn)定應(yīng)力比”最大的前10個(gè)單元的驗(yàn)算結(jié)果（所在組合號(hào)／情況號(hào)）序號(hào)單元號(hào)強(qiáng)度繞2軸整體穩(wěn)定繞3軸整體穩(wěn)定沿2軸抗剪應(yīng)力比沿3軸抗剪應(yīng)力比沿2軸長(zhǎng)細(xì)比沿3軸長(zhǎng)細(xì)比結(jié)果1220.3450.2310.336(1/1)0.0910.0123131滿(mǎn)足2240.3450.2310.336(1/2)0.0910.0123131滿(mǎn)足31330.3410.2270.331(1/1)0.0900.0123131滿(mǎn)足41350.3410.2270.331(1/2)0.0900.0123131滿(mǎn)足51010.1360.1600.159(1/1)0.0030.0036666滿(mǎn)足6880.1360.1600.159(1/2)0.0030.0036666滿(mǎn)足71270.1320.1570.158(1/3)0.0030.0036666滿(mǎn)足81140.1320.1570.158(1/4)0.0030.0036666滿(mǎn)足91280.1310.1560.157(1/3)0.0030.0036666滿(mǎn)足101150.1310.1560.157(1/4)0.0030.0036666滿(mǎn)足

9.1.10塔架圖紙圖9.1.10-1塔架剖面圖1-1圖9.1.10-2塔架剖面圖2-2圖9.1.10-3塔架剖面圖3-3圖9.1.10-4支撐塔架大樣圖圖9.1.10-5圓管與主體結(jié)構(gòu)連接節(jié)點(diǎn)圖圖9.1.10-6幕墻立桿與圓管連接節(jié)點(diǎn)圖

9.2 板塊吊裝炮車(chē)設(shè)計(jì)計(jì)算書(shū)9.2.1設(shè)計(jì)依據(jù)2(JGJ102-2003)參照下面圖所示：采用有限元軟件3D3S計(jì)算校核，計(jì)算過(guò)程及結(jié)果如下所示：圖9.2.1-1小炮車(chē)截面大樣圖圖9.2.1-2小炮車(chē)俯視平面圖9.2.2計(jì)算簡(jiǎn)圖圖9.2.2-1小炮車(chē)計(jì)算模型注：黃色桿件：120x60x5鋼通，綠色桿件：100x50x5鋼通，青色桿件：L50X5角鋼，紅色桿件：φ30支撐螺桿，洋紅色桿件：100x5鋼方通，紫色桿件：140x5鋼方通，藍(lán)色桿件：φ20鋼絲繩圖9.2.2-2計(jì)算簡(jiǎn)圖(圓表示支座，數(shù)字為節(jié)點(diǎn)號(hào))圖9.2.2-3節(jié)點(diǎn)編號(hào)圖圖9.2.2-4單元編號(hào)圖9.2.3荷載與組合1、節(jié)點(diǎn)荷載1)工況號(hào)：0*輸入荷載庫(kù)中的荷載：卷?yè)P(yáng)機(jī)及其他構(gòu)件自重序號(hào)Px(kN)Py(kN)Pz(kN)Mx(kN.m)My(kN.m)Mz(kN.m)10.00.0-1.00.00.00.0節(jié)點(diǎn)荷載分布圖:圖9.2.3-1節(jié)點(diǎn)荷載序號(hào)1分布圖2)工況號(hào):1*輸入荷載庫(kù)中的荷載:板塊自重（動(dòng)力系數(shù)1.3在內(nèi)），根據(jù)前面軌道吊裝數(shù)據(jù)：序號(hào)Px(kN)Py(kN)Pz(kN)Mx(kN.m)My(kN.m)Mz(kN.m)10.00.0-28.860.00.00.0節(jié)點(diǎn)荷載分布圖:圖9.2.3-2節(jié)點(diǎn)荷載序號(hào)1分布圖2、荷載組合1）1.20恒載+1.40活載工況19.2.4內(nèi)力位移計(jì)算結(jié)果1、組合內(nèi)力表9.2.4-1各組合下支座反力設(shè)計(jì)值(單位：kN、kN.m)組合號(hào)節(jié)點(diǎn)號(hào)N1N2N3M1M2M3230.00.00.30.00.00.0240.0-0.00.30.00.00.01270.0-0.1-8.50.00.00.0280.00.1-8.50.00.00.0290.00.631.90.00.00.0300.0-0.631.90.00.00.02、內(nèi)力包絡(luò)及統(tǒng)計(jì)圖9.2.4-1按軸力N最大顯示構(gòu)件顏色(kN)表9.2.4-1軸力N最大的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3122110.00040.40.0-0.0-0.00.00.0221110.00025.90.00.00.00.00.0325111.63910.30.30.0-0.1-0.20.0426110.00010.2-0.3-0.00.1-0.20.0516110.00010.20.10.20.0-0.2-0.0615111.57410.1-0.1-0.1-0.0-0.2-0.0734110.0008.50.0-0.10.00.00.0835110.0008.50.00.1-0.0-0.00.0927110.0002.94.8-8.0-0.70.60.61028110.0002.94.88.00.7-0.60.6圖9.2.4-2按軸力N最小顯示構(gòu)件顏色(kN)表9.2.4-2軸力N最小的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M311110.000-76.10.00.00.00.00.0236110.300-31.9-0.00.6-0.00.0-0.0337110.300-31.9-0.0-0.60.0-0.0-0.043110.000-19.81.5-0.40.30.11.856110.000-19.81.50.4-0.3-0.11.8613110.000-11.8-3.22.40.0-0.90.0710110.000-11.7-3.2-2.4-0.00.90.0848110.000-2.10.00.00.00.00.0929110.000-1.40.00.00.00.00.01023110.000-1.25.6-11.8-0.02.01.4圖9.2.4-3按剪力Q2最大顯示構(gòu)件顏色(kN)表9.2.4-3剪力Q2最大的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M314110.0000.332.9-19.50.00.51.727110.0000.16.1-8.20.02.82.1345110.000-1.25.7-11.1-0.05.13.0423110.000-1.25.6-11.8-0.02.01.4527110.0002.94.8-8.0-0.70.60.6628110.0002.94.88.00.7-0.60.673110.000-19.81.5-0.40.30.11.886110.000-19.81.50.4-0.3-0.11.892110.0002.80.70.5-0.0-0.40.51043110.0002.80.7-0.2-0.0-0.30.5圖9.2.4-4按剪力Q2最小顯示構(gòu)件顏色(kN)表9.2.4-4剪力Q2最小的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M315110.5500.3-32.919.50.00.51.7214110.3720.1-6.08.20.02.82.1338110.275-1.2-5.711.1-0.05.13.0424110.275-1.2-5.611.7-0.02.01.4513110.750-11.8-3.32.40.00.92.5610110.750-11.7-3.3-2.4-0.0-0.92.5739110.0972.8-0.7-0.4-0.0-0.40.5817110.992-0.4-0.71.10.21.10.6918110.991-0.4-0.7-1.1-0.2-1.10.61044110.2752.8-0.60.2-0.0-0.30.5圖9.2.4-5按剪力Q3最大顯示構(gòu)件顏色(kN)表9.2.4-5剪力Q3最大的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M315110.0000.3-32.819.50.0-10.2-16.4224110.000-1.2-5.511.7-0.0-1.2-0.1338110.000-1.2-5.611.1-0.02.01.4414110.0000.1-6.08.20.0-0.2-0.1528110.0002.94.88.00.7-0.60.6613110.000-11.8-3.22.40.0-0.90.0712110.0000.0-0.11.2-0.00.0-0.0852110.0000.0-0.11.2-0.0-0.2-0.0917110.000-0.2-0.61.10.2-0.00.01033110.000-0.0-0.10.90.00.0-0.0圖9.2.4-6按剪力Q3最小顯示構(gòu)件顏色(kN)表9.2.4-6剪力Q3最小的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M314110.0000.332.9-19.50.00.51.7223110.000-1.25.6-11.8-0.02.01.4345110.000-1.25.7-11.1-0.05.13.047110.0000.16.1-8.20.02.82.1527110.0002.94.8-8.0-0.70.60.6610110.000-11.7-3.2-2.4-0.00.90.079110.000-0.0-0.1-1.20.0-0.0-0.0820110.000-0.0-0.1-1.20.00.2-0.0918110.000-0.2-0.6-1.1-0.20.00.01051110.0000.0-0.1-0.9-0.0-0.0-0.0圖9.2.4-7按彎矩M2最大顯示構(gòu)件顏色(kN.m)表9.2.4-7彎矩M2最大的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3138110.275-1.2-5.711.1-0.05.13.0245110.000-1.25.7-11.1-0.05.13.0314110.3720.1-6.08.20.02.82.147110.0000.16.1-8.20.02.82.1523110.000-1.25.6-11.8-0.02.01.4624110.275-1.2-5.611.7-0.02.01.4717110.992-0.4-0.71.10.21.10.6813110.750-11.8-3.32.40.00.92.5910110.000-11.7-3.2-2.4-0.00.90.01028110.1782.94.88.00.70.8-0.3圖9.2.4-8按彎矩M2最小顯示構(gòu)件顏色(kN.m)表9.2.4-8彎矩M2最小的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M315110.0000.3-32.819.50.0-10.2-16.424110.5500.332.8-19.50.0-10.2-16.4324110.000-1.2-5.511.7-0.0-1.2-0.1423110.275-1.25.5-11.8-0.0-1.2-0.1518110.991-0.4-0.7-1.1-0.2-1.10.6610110.750-11.7-3.3-2.4-0.0-0.92.5713110.000-11.8-3.22.40.0-0.90.0827110.1782.94.8-8.0-0.7-0.8-0.393111.485-19.81.3-0.40.3-0.6-0.31028110.0002.94.88.00.7-0.60.6圖9.2.4-9按彎矩M3最大顯示構(gòu)件顏色(kN.m)表9.2.4-9彎矩M3最大的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3145110.000-1.25.7-11.1-0.05.13.0238110.275-1.2-5.711.1-0.05.13.0313110.750-11.8-3.32.40.00.92.5410110.750-11.7-3.3-2.4-0.0-0.92.5514110.3720.1-6.08.20.02.82.167110.0000.16.1-8.20.02.82.173110.000-19.81.5-0.40.30.11.886110.000-19.81.50.4-0.3-0.11.895110.5500.3-32.919.50.00.51.7104110.0000.332.9-19.50.00.51.7圖9.2.4-10按彎矩M3最小顯示構(gòu)件顏色(kN.m)表9.2.4-10彎矩M3最小的前10個(gè)單元的內(nèi)力(單位：m,kN,kN.m)序號(hào)單元號(hào)組合號(hào)組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M314110.5500.332.8-19.50.0-10.2-16.425110.0000.3-32.819.50.0-10.2-16.433111.485-19.81.3-0.40.3-0.6-0.346111.485-19.81.30.4-0.30.6-0.3527110.1782.94.8-8.0-0.7-0.8-0.3628110.1782.94.88.00.70.8-0.377110.3720.16.0-8.20.0-0.2-0.1814110.0000.1-6.08.20.0-0.2-0.1923110.275-1.25.5-11.8-0.0-1.2-0.11024110.000-1.2-5.511.7-0.0-1.2-0.1

2、組合位移圖9.2.4-11最大正位移組合1:Ux(mm)圖9.2.4-12最大正位移組合1:Uy(mm)圖9.2.4-13最大正位移組合1:Uz(mm)9.2.4-14最大正位移組合1:Uxyz(mm)從上面計(jì)算可知，鋼架最大變形為:d=4.4mm<1100x2/250=8.8mm（端部懸挑1100mm）顯然滿(mǎn)足規(guī)范設(shè)計(jì)要求！9.2.5設(shè)計(jì)驗(yàn)算結(jié)果Q235：彈性模量：2.06*105N/mm2；泊松比：0.30；線膨脹系數(shù)：1.20*10-5；質(zhì)量密度：7850kg/m3。1、設(shè)計(jì)驗(yàn)算結(jié)果圖及統(tǒng)計(jì)表根據(jù)計(jì)算分析模型，進(jìn)行規(guī)范檢驗(yàn)，檢驗(yàn)結(jié)果表明，結(jié)構(gòu)能夠滿(mǎn)足承載力計(jì)算要求，應(yīng)力比最大值為0.85。下圖為模型總體應(yīng)力比分布圖：圖9.2.5-1桿件應(yīng)力比分布圖圖9.2.5-2按“強(qiáng)度應(yīng)力比”顯示構(gòu)件顏色表9.2.5-1“強(qiáng)度應(yīng)力比”最大的前10個(gè)單元的驗(yàn)算結(jié)果（所在組合號(hào)／情況號(hào)）序號(hào)單元號(hào)強(qiáng)度繞2軸整體穩(wěn)定繞3軸整體穩(wěn)定沿2軸抗剪應(yīng)力比沿3軸抗剪應(yīng)力比繞2軸長(zhǎng)細(xì)比繞3軸長(zhǎng)細(xì)比沿2軸w/l沿3軸w/l結(jié)果150.855(1/1)0.7140.7670.1840.10910101/52861/8074滿(mǎn)足240.855(1/1)0.7140.7670.1840.10910101/52831/8068滿(mǎn)足3220.628(1/1)0.0000.0000.0000.000----1/3006-滿(mǎn)足4360.475(1/1)0.4750.4830.0000.00981811/24461/3561滿(mǎn)足5370.475(1/1)0.4740.4830.0000.00981811/24501/3569滿(mǎn)足6210.402(1/1)0.0000.0000.0000.000--滿(mǎn)足7140.384(1/1)0.3400.