昆明新機(jī)場航站區(qū)航站樓屋蓋鋼網(wǎng)架提升與滑移整體計算

1、PAGE 0 -昆明新機(jī)場航站區(qū)航站樓屋蓋鋼網(wǎng)架提升與滑移整體計算編制 ：呂呂兆華 葛金金生 王麗萍 高 峰復(fù)核 ：張張 氫 宋文杰 審定 ：卞卞永明 同濟(jì)大學(xué)上海同新機(jī)機(jī)電控制制技術(shù)有有限公司司二零零九年年八月昆明新機(jī)場航站區(qū)航站樓屋蓋鋼網(wǎng)架提升與滑移整體計算 PAGE 165目 錄TOC o 1-3 h z u HYPERLINK l _Toc246143017第一部分整整體計算算 PAGEREF _Toc246143017 h 3 HYPERLINK l _Toc2461430181 A區(qū)滑滑移分塊塊整體計計算 PAGEREF _Toc246143018 h 3 HYPERLINK l

2、_Toc2461430191.1計算算依據(jù) PAGEREF _Toc246143019 h 33 HYPERLINK l _Toc2461430201.2滑移移軌道布布置與設(shè)設(shè)計 PAGEREF _Toc246143020 h 3 HYPERLINK l _Toc2461430211.3荷載載工況 PAGEREF _Toc246143021 h 55 HYPERLINK l _Toc2461430221.4滑移移分塊計計算 PAGEREF _Toc246143022 h 5 HYPERLINK l _Toc2461430231.4.11 計算算說明 PAGEREF _Toc246143023

3、h 55 HYPERLINK l _Toc2461430241.4.22 計算算結(jié)果 PAGEREF _Toc246143024 h 66 HYPERLINK l _Toc2461430251.5 AA區(qū)滑移移卸載點(diǎn)點(diǎn)計算 PAGEREF _Toc246143025 h 551 HYPERLINK l _Toc2461430261.5.11 計算算依據(jù) PAGEREF _Toc246143026 h 551 HYPERLINK l _Toc2461430271.5.22 計算算說明 PAGEREF _Toc246143027 h 552 HYPERLINK l _Toc2461430281.5

4、.33 計算算結(jié)果 PAGEREF _Toc246143028 h 552 HYPERLINK l _Toc2461430291.6 混混凝土梁梁驗(yàn)算 PAGEREF _Toc246143029 h 883 HYPERLINK l _Toc2461430301.6.11工程概概況 PAGEREF _Toc246143030 h 833 HYPERLINK l _Toc2461430311.6.22 計算算依據(jù) PAGEREF _Toc246143031 h 885 HYPERLINK l _Toc2461430321.6.33 荷載載工況 PAGEREF _Toc246143032 h 885

5、 HYPERLINK l _Toc2461430331.6.44 荷載載組合 PAGEREF _Toc246143033 h 885 HYPERLINK l _Toc2461430341.6.55 計算算說明 PAGEREF _Toc246143034 h 885 HYPERLINK l _Toc2461430351.6.66 驗(yàn)算算方法 PAGEREF _Toc246143035 h 886 HYPERLINK l _Toc2461430361.6.77 033軸混凝凝土梁驗(yàn)驗(yàn)算 PAGEREF _Toc246143036 h 866 HYPERLINK l _Toc2461430371.6

6、.88 044088軸混凝凝土梁驗(yàn)驗(yàn)算 PAGEREF _Toc246143037 h 899 HYPERLINK l _Toc2461430381.6.99 111軸混凝凝土梁驗(yàn)驗(yàn)算 PAGEREF _Toc246143038 h 922 HYPERLINK l _Toc2461430391.6.110 113軸混混凝土梁梁驗(yàn)算 PAGEREF _Toc246143039 h 995 HYPERLINK l _Toc2461430401.6.111 115軸混混凝土梁梁驗(yàn)算 PAGEREF _Toc246143040 h 997 HYPERLINK l _Toc2461430411.6.11

7、2 118119軸之之間混凝凝土梁驗(yàn)驗(yàn)算 PAGEREF _Toc246143041 h 1000 HYPERLINK l _Toc2461430421.7 軌軌道支架架結(jié)構(gòu)計計算 PAGEREF _Toc246143042 h 1002 HYPERLINK l _Toc2461430431.7.11 計算算依據(jù) PAGEREF _Toc246143043 h 1102 HYPERLINK l _Toc2461430441.7.22 荷載載工況 PAGEREF _Toc246143044 h 1102 HYPERLINK l _Toc2461430451.7.33 計算算模型與與結(jié)果 PAGE

8、REF _Toc246143045 h 1103 HYPERLINK l _Toc2461430461.7.44 結(jié)論論 PAGEREF _Toc246143046 h 1177 HYPERLINK l _Toc2461430472A區(qū)彩帶帶計算 PAGEREF _Toc246143047 h 1118 HYPERLINK l _Toc2461430482.1計算算依據(jù) PAGEREF _Toc246143048 h 1118 HYPERLINK l _Toc2461430492.2計算算說明 PAGEREF _Toc246143049 h 1118 HYPERLINK l _Toc24614

9、30502.2.11計算荷荷載 PAGEREF _Toc246143050 h 1118 HYPERLINK l _Toc2461430512.2.22計算工工況 PAGEREF _Toc246143051 h 1119 HYPERLINK l _Toc2461430522.3 計計算結(jié)果果 PAGEREF _Toc246143052 h 1199 HYPERLINK l _Toc2461430532.3.11 44#彩帶帶： PAGEREF _Toc246143053 h 1119 HYPERLINK l _Toc2461430543.3.22 55#彩帶帶： PAGEREF _Toc246

10、143054 h 1226 HYPERLINK l _Toc2461430553.3.33 66#彩帶帶： PAGEREF _Toc246143055 h 1228 HYPERLINK l _Toc2461430563.3.44 77#彩帶帶： PAGEREF _Toc246143056 h 1330 HYPERLINK l _Toc2461430572.4結(jié)論論 PAGEREF _Toc246143057 h 1322 HYPERLINK l _Toc246143058第二部分局局部結(jié)構(gòu)構(gòu)驗(yàn)算 PAGEREF _Toc246143058 h 1133 HYPERLINK l _Toc2461

11、430591 A區(qū)滑滑移臨時時卸載點(diǎn)點(diǎn)結(jié)構(gòu)驗(yàn)驗(yàn)算 PAGEREF _Toc246143059 h 1333 HYPERLINK l _Toc2461430601.1 計計算模型型 PAGEREF _Toc246143060 h 1333 HYPERLINK l _Toc2461430611.2 模模型荷載載和約束束 PAGEREF _Toc246143061 h 1344 HYPERLINK l _Toc2461430623.3 計計算結(jié)果果 PAGEREF _Toc246143062 h 1344 HYPERLINK l _Toc2461430632 A區(qū)滑滑移軌道道平衡梁梁結(jié)構(gòu)驗(yàn)驗(yàn)算 PA

12、GEREF _Toc246143063 h 1338 HYPERLINK l _Toc2461430642.1 計計算模型型 PAGEREF _Toc246143064 h 1388 HYPERLINK l _Toc2461430652.2 模模型荷載載和約束束 PAGEREF _Toc246143065 h 1388 HYPERLINK l _Toc2461430662.3 計計算結(jié)果果 PAGEREF _Toc246143066 h 1399第一部分 整體計計算1A區(qū)滑移移分塊整整體計算算1.1計算算依據(jù)1)鋼結(jié)結(jié)構(gòu)設(shè)計計規(guī)范GB5500117-2200332)建筑筑結(jié)構(gòu)荷荷載規(guī)范范GB5

13、500009-220011（20006年版）1.2滑移移軌道布布置與設(shè)設(shè)計在布置滑移移軌道時時，充分分利用原原有建筑筑結(jié)構(gòu)的的混凝土土梁作為為軌道支支撐，盡盡量避免免對原有有建筑結(jié)結(jié)構(gòu)進(jìn)行行加固，減減少臨時時結(jié)構(gòu)費(fèi)費(fèi)用支出出。選取原混凝凝土框架架第三層層結(jié)構(gòu)梁梁鋪設(shè)八八條滑移移軌道，網(wǎng)網(wǎng)架的滑滑移分塊塊下弦焊焊接球節(jié)節(jié)點(diǎn)支承承在滑移移胎架上上，通過過液壓牽牽引器牽牽引胎架架沿著軌軌道滑動動。滑移移胎架重重復(fù)利用用，每次次滑到位位后用臨臨時支撐撐換撐，滑滑走胎架架，根據(jù)據(jù)原建筑筑結(jié)構(gòu)，滑滑移分區(qū)區(qū)及軌道道布置如如下圖所所示。1.2.11 滑移分分塊圖1.2.22 軌道布布置圖滑移分塊總總共分為為

14、10塊，以6#彩帶所所在的12軸對稱稱分兩區(qū)區(qū)，每區(qū)區(qū)各分5塊，編編號為A1、A2、A3、A4、A5、A6、A7、A8、A9、A10?；埔栖壍拦补?條，分分別位于于3、4、7、8、11、13、15、18/5、軸上上。其中中滑移分分塊A5、A10所在位位置為安安裝區(qū)域域，即在在該處對對各個滑滑移分塊塊進(jìn)行拼拼裝，然然后沿著著滑移軌軌道滑到到鋼屋架架結(jié)構(gòu)的的設(shè)計位位置，AA9分塊直直接吊裝裝，A5、A10分塊在在其設(shè)計計位置進(jìn)進(jìn)行現(xiàn)場場拼裝即即可。特別注意的的是，滑滑移分塊塊A1A5跨過5#彩帶，滑滑移分塊塊A6A10跨過7#彩帶帶，故而而在設(shè)計計滑移軌軌道時需需綜合考考慮施工工的可行行性、以以

15、保證各各滑移分分塊可以以順利通通過彩帶帶。為降降低各分分塊的卸卸載高度度，02軸到12軸的滑滑移軌道道G1G5需在拼拼裝區(qū)同同時抬高高25550mmm，在13軸到188軸的滑滑移軌道道G6G8需在拼拼裝區(qū)同同時抬高高32000mmm。與5#彩帶和7#彩帶對對應(yīng)的軌軌道布置置立面圖圖如下圖圖所示。1.2.335#彩帶處處屋架立立面位置置圖1.2.447#彩帶處處屋架立立面位置置圖1.3荷載載工況1)恒恒載（ddeadd）：滑移胎架和和網(wǎng)架自自重。2） 風(fēng)荷荷載：考考慮X向和Y向風(fēng)荷荷載，具具體的風(fēng)風(fēng)荷載計計算如下下：基本風(fēng)壓壓按8級風(fēng)，0.2224kkN/mm2進(jìn)行計計算；z高度處處的風(fēng)壓壓高度

16、變變化系數(shù)數(shù)，取1.442；風(fēng)荷載體體形系數(shù)數(shù)，取2.0；z高度處處的風(fēng)振振系數(shù)，取1.64。作用于此結(jié)結(jié)構(gòu)的單單位面積積風(fēng)荷載載標(biāo)準(zhǔn)值值計算為1.004kNN/m22。1.4滑移移分塊計計算1.4.11 計算說說明計算軟件：sapp20000(99.166)約束條件：軌道和和滑移胎胎架接觸觸處為鉸鉸接計算工況列列表如下下表1.4.1 計算工工況統(tǒng)計計表（deaad表示自自重，wx表示x向風(fēng)載載，wy表示y向風(fēng)載載）計算工況統(tǒng)計量1.0deead+1.00wx滑移軌道上上部支撐撐點(diǎn)反力力、滑移移分塊下下油缸反反力、滑滑移分塊塊變形1.0 ddeadd +11.0wwy1.4 ddeadd +1

17、1.4wwx滑移結(jié)構(gòu)整整體應(yīng)力力分布1.4 ddeadd +11.4wwy1.4.22 計算結(jié)結(jié)果（1）滑移移分塊AA1計算模型如如下 圖1.4.11 滑移分分塊A1計算模模型鉸點(diǎn)反力力統(tǒng)計胎架和軌道道鉸點(diǎn)編編號如下下圖XYXY圖1.4.2 滑移分分塊A1胎架架和軌道道鉸點(diǎn)編編號圖鉸點(diǎn)反力統(tǒng)統(tǒng)計如下下 表1.4.22 滑移分分塊A1鉸點(diǎn)反反力統(tǒng)計計鉸點(diǎn)編號計算工況Fx(kNN)Fy(kNN)Fz(kNN)77051.0deead109477051.0deead+1.00wx-10-11-8677051.0deead+1.00wy0-285677061.0deead31013177061.0de

18、ead+1.00wx-231725677061.0deead+1.00wy3-79677071.0deead4-2124277071.0deead+1.00wx-7-116777071.0deead+1.00wy5-5227477081.0deead81123177081.0deead+1.00wx-17-135677081.0deead+1.00wy9-1327377091.0deead5-2834977091.0deead+1.00wx-22-2322577091.0deead+1.00wy6-6938477101.0deead01732477101.0deead+1.00wx-11949

19、877101.0deead+1.00wy-1136977111.0deead-1-616477111.0deead+1.00wx-28-193177111.0deead+1.00wy-1-4212377121.0deead-11418577121.0deead+1.00wx-122635777121.0deead+1.00wy-1614877131.0deead1-29377131.0deead+1.00wx-11-11-9777131.0deead+1.00wy-1-335077141.0deead-21216277141.0deead+1.00wx-302131377141.0deead+

20、1.00wy-2-513277151.0deead2-2325077151.0deead+1.00wx-11-136377151.0deead+1.00wy2-5627377161.0deead-11531777161.0deead+1.00wx-29545477161.0deead+1.00wy-1-1336877171.0deead-6-2426777171.0deead+1.00wx-35-1613277171.0deead+1.00wy-6-6529277181.0deead-31530977181.0deead+1.00wx0deead+1.00wy-4-5

21、36277191.0deead-6-311777191.0deead+1.00wx-34-13-3277191.0deead+1.00wy-6-436777201.0deead-31216477201.0deead+1.00wx-132436077201.0deead+1.00wy-3413077211.0deead-1-621377211.0deead+1.00wx-12-19-577211.0deead+1.00wy-1-5017177221.0deead-11623177221.0deead+1.00wx-123346077221.0deead+1.00wy-11119477231.0d

22、eead0-2647177231.0deead+1.00wx-11-426177231.0deead+1.00wy1-6149777241.0deead11646277241.0deead+1.00wx-8-166677241.0deead+1.00wy1-8517油缸反力力統(tǒng)計滑移分塊下下油缸編編號如下下圖：XYXY 圖11.4.3 滑移分分塊A1下油缸缸編號圖圖工況1.00deaad+11.0wwx下，油缸缸反力統(tǒng)統(tǒng)計如下下表1.4.3工況1.00deaad+11.0wwx下，滑移移分塊A1油缸反反力統(tǒng)計計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y1123y838y2138y912

23、y3255y10121y4238y1174y5422y12125y6390y13127y7795y14323工況1.00deaad+11.0wwy下，油油缸反力力統(tǒng)計如如下表1.4.4工況況1.00deaad+11.0wwy下，滑移移分塊A1油缸反反力統(tǒng)計計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y1119y820y2161y929y3242y1073y4275y11104y5421y12103y6410y13110y7812y14305滑移分塊塊變形統(tǒng)統(tǒng)計工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形如如下圖1.4.4 工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)

24、構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下 表1.44.5工況1.00deaad+11.0wwx下，結(jié)結(jié)構(gòu)位移移最值統(tǒng)統(tǒng)計坐標(biāo)方向XYZ位移最值（mm）10.010.1-29.88工況1.00deaad+11.0wwy下，整整體結(jié)構(gòu)構(gòu)變形如如下圖1.4.5 工況1.00deaad+11.0wwy下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下表1.4.6 工況1.00deaad+11.0wwx下，結(jié)結(jié)構(gòu)位移移最值統(tǒng)統(tǒng)計坐標(biāo)方向XYZ位移最值（mm）-18.9926.7-31.44滑移整體體結(jié)構(gòu)應(yīng)應(yīng)力統(tǒng)計計由于計算過過程中出出現(xiàn)部分分桿件應(yīng)應(yīng)力不滿滿足要求求情況，需需進(jìn)行換換桿處理理，換桿桿方案

25、如如下： 圖1.4.66 滑移分分塊A1換桿方方案 表1.4.7 滑移分分塊A1換桿方方案桿件編號原截面替換后截面面數(shù)量HG1114513361HG2894415961HG3894415961HG41336159101HG51336159101HG6133615961HG7114515961桿件替換后后，結(jié)構(gòu)構(gòu)的應(yīng)力力水平分分布如下下圖 圖1.4.77滑移分分塊A1結(jié)構(gòu)的的應(yīng)力水水平分布布通過計算得得結(jié)構(gòu)的的最大應(yīng)應(yīng)力比為為0.887，滿足足要求。且且從應(yīng)力力分布圖圖可以看看出，應(yīng)應(yīng)力比較較大的桿桿件主要要分布在在各油缸缸附近。（2）滑移移分塊AA2計算模型如如下圖1.4.8 滑移分分塊A2計

26、算模模型鉸點(diǎn)反力力統(tǒng)計胎架和軌道道鉸點(diǎn)編編號如下下圖XYXY圖1.4.9滑移分分塊A2胎架和和軌道鉸鉸點(diǎn)編號號圖鉸點(diǎn)反力統(tǒng)統(tǒng)計如下下 表1.44.8 滑移分分塊A2鉸點(diǎn)反反力統(tǒng)計計鉸點(diǎn)編號計算工況Fx(kNN)Fy(kNN)Fz(kNN)21721.0deead2011521721.0deead+1.00wx-12-9321721.0deead+1.00wy2-278721731.0deead31014521731.0deead+1.00wx-171822021731.0deead+1.00wy2-712721741.0deead2-1211021741.0deead+1.00wx-11-14

27、21741.0deead+1.00wy3-3412421751.0deead3314921751.0deead+1.00wx-15-722221751.0deead+1.00wy3-1918021761.0deead1-1617721761.0deead+1.00wx-18-810421761.0deead+1.00wy1-4719421771.0deead0620321771.0deead+1.00wx-13-330721771.0deead+1.00wy0-823621781.0deead1-517521781.0deead+1.00wx-18-169721781.0deead+1.00w

28、y1-4014521791.0deead01319521791.0deead+1.00wx-142430421791.0deead+1.00wy0417521801.0deead1-213421801.0deead+1.00wx-13-112021801.0deead+1.00wy0-2711621811.0deead-21320221811.0deead+1.00wx-212129221811.0deead+1.00wy-1-718021821.0deead1-1614521821.0deead+1.00wx-12-43621821.0deead+1.00wy1-3916121831.0de

29、ead-1620621831.0deead+1.00wx-18-429121831.0deead+1.00wy-1-1423221841.0deead-4-1413621841.0deead+1.00wx-22-65221841.0deead+1.00wy-4-4615321851.0deead-3516621851.0deead+1.00wx-16-427721851.0deead+1.00wy-3-719221861.0deead-5-313421861.0deead+1.00wx-24-144621861.0deead+1.00wy-4-3511421871.0deead-4131692

30、1871.0deead+1.00wx-172428721871.0deead+1.00wy-4114521881.0deead1-218821881.0deead+1.00wx-8-215021881.0deead+1.00wy1-3416921891.0deead01122221891.0deead+1.00wx-93036221891.0deead+1.00wy0-219721901.0deead2-1720121901.0deead+1.00wx-826721901.0deead+1.00wy2-4521721911.0deead1722121911.0deead+1.00wx-7-11

31、35521911.0deead+1.00wy1-7251油缸反力力統(tǒng)計滑移分塊下下油缸編編號如下下圖：XYXY圖1.4.10 滑移分分塊A2下油缸缸編號工況1.00deaad+11.0wwx下，油油缸反力力統(tǒng)計如如下 表1.44.9 工況1.00deaad+11.0wwx下，油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y177y876y227y934y3118y10115y4121y11122y5230y12220y6154y13161y7306y14302工況1.00deaad+11.0wwy下，油油缸反力力統(tǒng)計如如下表1.4.10 工況1.0deead+1.00wy下，

32、油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y168y860y247y956y397y1090y4143y11141y5230y12209y6163y13160y7311y14295滑移分塊塊變形統(tǒng)統(tǒng)計工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形如如下 圖1.44.111 工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下表1.4.11工況1.00deaad+11.0wwx下，結(jié)結(jié)構(gòu)位移移最值統(tǒng)統(tǒng)計坐標(biāo)方向XYZ位移最值（mm）6.1-4.4-11.11工況1.00deaad+11.0wwy下，整整體結(jié)構(gòu)構(gòu)變形如如下圖1

33、.4.12 工況1.0deead+1.00wy下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下表1.4.12 工況1.0deead+1.00wy下，結(jié)結(jié)構(gòu)位移移最值統(tǒng)統(tǒng)計坐標(biāo)方向XYZ位移最值（mm）9.010.2-11.00滑移整體體結(jié)構(gòu)應(yīng)應(yīng)力統(tǒng)計計滑移分塊22結(jié)構(gòu)應(yīng)應(yīng)力水平平滿足，不不需進(jìn)行行換桿，結(jié)結(jié)構(gòu)的應(yīng)應(yīng)力水平平分布如如下圖 圖1.44.133 滑移分分塊A2結(jié)構(gòu)應(yīng)應(yīng)力水平平通過計算得得結(jié)構(gòu)的的最大應(yīng)應(yīng)力比為為0.888，滿足足要求。且且從應(yīng)力力分布圖圖可以看看出，應(yīng)應(yīng)力比較較大的桿桿件主要要分布在在各油缸缸附近。（3）滑移移分塊AA3計算模型如如下圖1.4.14 滑移分分塊A3

34、計算模模型鉸點(diǎn)反力力統(tǒng)計胎架和軌道道鉸點(diǎn)編編號如下下圖XYXY圖1.4.15滑移分分塊A3胎架和和軌道鉸鉸點(diǎn)編號號鉸點(diǎn)反力統(tǒng)統(tǒng)計如下下表1.4.13滑移分分塊A3鉸點(diǎn)反反力統(tǒng)計計鉸點(diǎn)編號計算工況Fx(kNN)Fy(kNN)Fz(kNN)20881.0deead0-113720881.0deead+1.00wx-14-104720881.0deead+1.00wy0-2611320891.0deead-11115120891.0deead+1.00wx-191920820891.0deead+1.00wy-1-913320901.0deead1-1415120901.0deead+1.00wx-

35、12-26320901.0deead+1.00wy2-3717120911.0deead1516220911.0deead+1.00wx-17-521820911.0deead+1.00wy1-1518420921.0deead-1-1616620921.0deead+1.00wx-19-910820921.0deead+1.00wy0-4618520931.0deead-1516820931.0deead+1.00wx-15-325520931.0deead+1.00wy-1-618820941.0deead-4-214920941.0deead+1.00wx-22-148920941.0d

36、eead+1.00wy-3-3412720951.0deead-41113820951.0deead+1.00wx-172322820951.0deead+1.00wy-4012220961.0deead2-111520961.0deead+1.00wx-11-101920961.0deead+1.00wy1-239620971.0deead11116420971.0deead+1.00wx-171923820971.0deead+1.00wy1-914820981.0deead3-1412820981.0deead+1.00wx-10-33320981.0deead+1.00wy3-3514

37、520991.0deead2416720991.0deead+1.00wx-16-624020991.0deead+1.00wy2-1718621001.0deead-1-1616321001.0deead+1.00wx-19-89021001.0deead+1.00wy-1-4618121011.0deead-2516821011.0deead+1.00wx-14-326621011.0deead+1.00wy-2-818821021.0deead-3-314821021.0deead+1.00wx-21-147521021.0deead+1.00wy-3-3412721031.0deead

38、-31316121031.0deead+1.00wx-152425921031.0deead+1.00wy-3014421041.0deead2119121041.0deead+1.00wx-7-187921041.0deead+1.00wy1-3016821051.0deead11319521051.0deead+1.00wx-83330921051.0deead+1.00wy1218021061.0deead3-622921061.0deead+1.00wx-71411621061.0deead+1.00wy3-2724421071.0deead2-619621071.0deead+1.0

39、0wx-6-2531021071.0deead+1.00wy2-27220油缸反力力統(tǒng)計滑移分塊下下油缸編編號如下下圖：XYXY 圖1.44.166 滑移分分塊A3下油缸缸編號工況1.00deaad+11.0wwx下，油油缸反力力統(tǒng)計如如下 表11.4.14工況1.00deaad+11.0wwx下，油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y1122y8100y249y946y3108y10105y495y1155y5172y12161y6200y13180y7317y14277工況1.00deaad+11.0wwy下，油油缸反力力統(tǒng)計如如下表1.4.15 工況1.0de

40、ead+1.00wy下，油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y1114y886y271y965y391y1087y4113y1167y5172y12155y6208y13180y7322y14272滑移分塊塊變形統(tǒng)統(tǒng)計工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形如如下圖1.4.17 工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下表1.4.16工況1.00deaad+11.0wwx下，結(jié)結(jié)構(gòu)位移移最值統(tǒng)統(tǒng)計坐標(biāo)方向XYZ位移最值（mm）4.2-3.0-10.66工況1.00deaad+11.0wwy下，整整體結(jié)

41、構(gòu)構(gòu)變形如如下圖1.4.18 工況1.0deead+1.00wy下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下表1.4.17 工況1.0deead+1.00wy下，結(jié)結(jié)構(gòu)位移移最值統(tǒng)統(tǒng)計坐標(biāo)方向XYZ位移最值（mm）6.27.4-10.99滑移整體體結(jié)構(gòu)應(yīng)應(yīng)力統(tǒng)計計滑移分塊33在計算算過程中中，存在在部分桿桿件應(yīng)力力不滿足足的情況況，需進(jìn)進(jìn)行桿件件替換，替替換方案案如下 圖1.4.19 滑移分分塊A3換桿方方案 表1.4.18 滑移分分塊A3換桿表?xiàng)U件編號原截面替換后截面面數(shù)量HG1894413361HG2894413361HG3894413361桿件替換后后，結(jié)構(gòu)構(gòu)應(yīng)力水水平分布布如下

42、 圖1.44.200 滑移分分塊A3結(jié)構(gòu)應(yīng)應(yīng)力水平平分布通過計算得得結(jié)構(gòu)的的最大應(yīng)應(yīng)力比為為0.888，滿足足要求。且且從應(yīng)力力分布圖圖可以看看出，應(yīng)應(yīng)力比較較大的桿桿件主要要分布在在各油缸缸附近。（4）滑移移分塊AA4計算模型如如下圖1.4.21 滑移分分塊A4計算模模型鉸點(diǎn)反力力統(tǒng)計胎架和軌道道鉸點(diǎn)編編號如下下圖XYXY 圖1.44.222 滑移分分塊A4胎架和和軌道鉸鉸點(diǎn)編號號鉸點(diǎn)反力統(tǒng)統(tǒng)計如下下 表1.44.19滑移分分塊A4鉸點(diǎn)反反力統(tǒng)計計鉸點(diǎn)編號計算工況Fx(kNN)Fy(kNN)Fz(kNN)19531.0deead239519531.0deead+1.00wx-11-82319

43、531.0deead+1.00wy1-186319541.0deead31212919541.0deead+1.00wx-152217319541.0deead+1.00wy1-1512319551.0deead-1-1211619551.0deead+1.00wx-15-22019551.0deead+1.00wy0-2513919561.0deead-1115619561.0deead+1.00wx-15-923119561.0deead+1.00wy0-2117119571.0deead0-1515119571.0deead+1.00wx-14-47219571.0deead+1.00w

44、y1-2817219581.0deead-1219519581.0deead+1.00wx-14-829119581.0deead+1.00wy0-1920619591.0deead2-114419591.0deead+1.00wx-16-1410119591.0deead+1.00wy1-3111619601.0deead21319219601.0deead+1.00wx-122826119601.0deead+1.00wy1-418819611.0deead2-113719611.0deead+1.00wx-10-116719611.0deead+1.00wy1-1911019621.0d

45、eead11317119621.0deead+1.00wx-152322419621.0deead+1.00wy0-1116619631.0deead1-1611719631.0deead+1.00wx-12-72619631.0deead+1.00wy2-2713719641.0deead0320519641.0deead+1.00wx-19-627419641.0deead+1.00wy1-2221819651.0deead-5-1614819651.0deead+1.00wx-24-88219651.0deead+1.00wy-4-3516619661.0deead-4217819661

46、.0deead+1.00wx-18-626819661.0deead+1.00wy-4-1619019671.0deead-3013519671.0deead+1.00wx-19-118419671.0deead+1.00wy-4-2910819681.0deead-31113319681.0deead+1.00wx-152320319681.0deead+1.00wy-3-612819691.0deead2-117719691.0deead+1.00wx-6-217319691.0deead+1.00wy1-2714519701.0deead11316419701.0deead+1.00wx

47、-83226819701.0deead+1.00wy0-916019711.0deead2-1820519711.0deead+1.00wx-719519711.0deead+1.00wy2-3022919721.0deead1522719721.0deead+1.00wx-7-1433819721.0deead+1.00wy2-17239油缸反力力統(tǒng)計滑移分塊下下油缸編編號如下下圖：XYXY 圖1.44.233 滑移分分塊A4下油缸缸編號工況1.00deaad+11.0wwx下，油缸缸反力統(tǒng)統(tǒng)計如下下 表1.4.20 工況1.00deaad+11.0wwx下，油油缸反力力統(tǒng)計油缸編號油缸反力

48、（kN）油缸編號油缸反力（kN）y1111y868y235y920y3118y1086y4113y11132y5207y12200y6193y13145y7327y14240工況1.00deaad+11.0wwy下，油油缸反力力統(tǒng)計如如下表1.4.21 工況1.0deead+1.00wy下，油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y1101y857y261y935y398y1068y4133y11141y5208y12192y6202y13143y7331y14235滑移分塊塊變形統(tǒng)統(tǒng)計工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形如如下圖1.4.24 工況

49、1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下 表1.44.222工況1.00deaad+11.0wwx下，結(jié)構(gòu)構(gòu)位移最最值統(tǒng)計計坐標(biāo)方向XYZ位移最值（mm）5.3-3.3-13.66工況1.00deaad+11.0wwy下，整整體結(jié)構(gòu)構(gòu)變形如如下圖1.4.25 工況1.0deead+1.00wy下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下表1.4.23 工況1.0deead+1.00wy下，結(jié)構(gòu)構(gòu)位移最最值統(tǒng)計計坐標(biāo)方向XYZ位移最值（mm）4.59.3-13.88滑移整體體結(jié)構(gòu)應(yīng)應(yīng)力統(tǒng)計計滑移分塊44在計算算過程中中，存在在部分桿桿件應(yīng)力力

50、不滿足足的情況況，需進(jìn)進(jìn)行桿件件替換，替替換方案案如下 圖1.44.266滑移分分塊A4換桿方方案 表1.4.24 滑移移分塊AA4換桿表?xiàng)U件編號原截面替換后截面面數(shù)量HG1894413362HG2894413362桿件替換后后，結(jié)構(gòu)構(gòu)應(yīng)力水水平分布布如下圖1.4.27 滑移分分塊A4結(jié)構(gòu)應(yīng)應(yīng)力水平平通過計算得得結(jié)構(gòu)的的最大應(yīng)應(yīng)力比為為0.995，滿足足要求。且且從應(yīng)力力分布圖圖可以看看出，應(yīng)應(yīng)力比較較大的桿桿件主要要分布在在各油缸缸附近。（5）滑移移分塊AA6計算模型如如下圖1.4.28 滑移分分塊A6計算模模型鉸點(diǎn)反力力統(tǒng)計胎架和軌道道鉸點(diǎn)編編號如下下圖XXY圖1.4.29 滑移分分塊A6

51、胎架和和軌道鉸鉸點(diǎn)編號號鉸點(diǎn)反力統(tǒng)統(tǒng)計如下下 表表1.4.25 滑移分分塊A6鉸點(diǎn)反反力統(tǒng)計計鉸點(diǎn)編號計算工況Fx(kNN)Fy(kNN)Fz(kNN)37931.0deead6-2529837931.0deead+1.00wx-8-411137931.0deead+1.00wy7-5135137941.0deead61417937941.0deead+1.00wx-11034637941.0deead+1.00wy5-1117137951.0deead-3-2045037951.0deead+1.00wx-24021837951.0deead+1.00wy-1-5650237961.0dee

52、ad-4924837961.0deead+1.00wx-24-748537961.0deead+1.00wy-2-1625938011.0deead8-1528038011.0deead+1.00wx-9-165138011.0deead+1.00wy7-3129438021.0deead9337838021.0deead+1.00wx-112629238021.0deead+1.00wy6-7-1338031.0deead0deead+1.00wx-37-118538031.0deead+1.00wy-11-4032038041.0deead/p>

53、.0deead+1.00wx-373031238041.0deead+1.00wy-123-438091.0deead3-1632638091.0deead+1.00wx-13-411538091.0deead+1.00wy1-4533638101.0deead2159838101.0deead+1.00wx-16-532438101.0deead+1.00wy1-92838111.0deead2-2529238111.0deead+1.00wx-12-2310038111.0deead+1.00wy1-7037238121.0deead01411238121.0deead+1.00wx-11

54、1530738121.0deead+1.00wy-116127油缸反力力統(tǒng)計滑移分塊下下油缸編編號如下下圖：XYXY 圖1.4.330 滑移分分塊A6下油缸缸編號工況1.00deaad+11.0wwx下，油油缸反力力統(tǒng)計如如下表1.4.26 工況1.00deaad+11.0wwx下，油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y1329y9216y2272y10295y3391y11288y4201y128工況1.00deaad+11.0wwy下，油油缸反力力統(tǒng)計如如下表1.4.27 工況1.0deead+1.00wy下，油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸

55、反力（kN）y1329y9205y2281y10319y3334y11223y4258y1235滑移分塊塊變形統(tǒng)統(tǒng)計工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形如如下 圖1.4.331 工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下表1.4.28工況1.00deaad+11.0wwx下，結(jié)結(jié)構(gòu)位移移最值統(tǒng)統(tǒng)計 坐標(biāo)方向XYZ位移最值（mm）5.66.1-20.44工況1.00deaad+11.0wwy下，整整體結(jié)構(gòu)構(gòu)變形如如下圖1.4.32 工況1.00deaad+11.0wwy下，整整體結(jié)構(gòu)構(gòu)變形網(wǎng)架結(jié)構(gòu)的的位移最最值列表表如下表1.

56、4.29 工況1.0deead+1.00wy下，結(jié)結(jié)構(gòu)位移移最值統(tǒng)統(tǒng)計坐標(biāo)方向XYZ位移最值（mm）9.416.7-21.99滑移整體體結(jié)構(gòu)應(yīng)應(yīng)力統(tǒng)計計結(jié)構(gòu)應(yīng)力水水平分布布如下 圖1.44.333滑移分分塊A6結(jié)構(gòu)應(yīng)應(yīng)力水平平分布通過計算得得結(jié)構(gòu)的的最大應(yīng)應(yīng)力比為為0.833，滿足足要求。（6）滑移移分塊AA7計算模型如如下 圖1.44.344 滑移移分塊A7計算模模型鉸點(diǎn)反力力統(tǒng)計胎架和軌道道鉸點(diǎn)編編號如下下圖XYXY 圖1.44.355滑移分分塊A7胎架和和軌道鉸鉸點(diǎn)編號號鉸點(diǎn)反力統(tǒng)統(tǒng)計如下下 表1.4.330滑移分分塊A7鉸點(diǎn)反反力統(tǒng)計計鉸點(diǎn)編號計算工況Fx(kNN)Fy(kNN)Fz(

57、kNN)19491.0deead6-1718319491.0deead+1.00wx-732619491.0deead+1.00wy6-3722019501.0deead677219501.0deead+1.00wx-9-721019501.0deead+1.00wy6-146519511.0deead-5-1027019511.0deead+1.00wx-22810919511.0deead+1.00wy-4-3830519521.0deead-648119521.0deead+1.00wx-21-1524819521.0deead+1.00wy-4-168819571.0deead9-16

58、28319571.0deead+1.00wx-6-1810719571.0deead+1.00wy8-3129719581.0deead11369019581.0deead+1.00wx-73626019581.0deead+1.00wy8-32519591.0deead0deead+1.00wx-35-1111619591.0deead+1.00wy-15-3130819601.0deead-1887219601.0deead+1.00wx-352426019601.0deead+1.00wy-15-62119651.0deead5-1831319651.0deea

59、d+1.00wx-9-715819651.0deead+1.00wy4-4732019661.0deead4139519661.0deead+1.00wx-12-226719661.0deead+1.00wy4-64819671.0deead2-1714319671.0deead+1.00wx-12-14119671.0deead+1.00wy1-5220219681.0deead14-3019681.0deead+1.00wx-10411219681.0deead+1.00wy04-25油缸反力力統(tǒng)計滑移分塊下下油缸編編號如下下圖：XYXY圖1.4.36 滑移分分塊A7下油缸缸編號工況1.0

60、0deaad+11.0wwx下，油油缸反力力統(tǒng)計如如下 表1.4.331 工況1.00deaad+11.0wwx下，油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y1126y9240y2312y10312y3200y11263y457y129工況1.00deaad+11.0wwy下，油油缸反力力統(tǒng)計如如下表1.4.32 工況1.0deead+1.00wy下，油油缸反力力統(tǒng)計油缸編號油缸反力（kN）油缸編號油缸反力（kN）y1124y9234y2326y10325y3172y11229y485y1231滑移分塊塊變形統(tǒng)統(tǒng)計工況1.00deaad+11.0wwx下，整整體結(jié)構(gòu)構(gòu)變