蘇州(zhou)中環吳淞江大橋北(bei)接(jie)星華街,南岸接(jie)蘇同黎公路。
待改造(zao)后(hou)(hou)的東(dong)方大道(dao)互通建設(she)后(hou)(hou),與改造(zao)后(hou)(hou)的東(dong)方大道(dao)相接(jie)。
全長112.204公里(li)(li)的中(zhong)環快速路(lu)(lu)(lu),全長112.204公里(li)(li),是迄2015年為止蘇州市投(tou)資規模最大的市政道路(lu)(lu)(lu)工(gong)(gong)程。大致走向(xiang)為東(dong)起(qi)園區星華街,穿過(guo)陽澄湖,北至(zhi)相(xiang)城(cheng)太陽路(lu)(lu)(lu),西(xi)到(dao)新區金(jin)楓路(lu)(lu)(lu),往南從繞城(cheng)高(gao)速東(dong)山出口,與繞城(cheng)高(gao)速共線后(hou),由車(che)坊互通(tong)折(zhe)向(xiang)北,通(tong)過(guo)中(zhong)環吳(wu)淞(song)江(jiang)大橋(qiao)跨越(yue)吳(wu)淞(song)江(jiang)連接星華街。設(she)計時速80公里(li)(li)/小(xiao)時,設(she)計道路(lu)(lu)(lu)等級為城(cheng)市快速路(lu)(lu)(lu),工(gong)(gong)程總投(tou)資220億元,預計2015年5月底建(jian)成(cheng)通(tong)車(che)。
由(you)于受東方(fang)大道(dao)互(hu)通立(li)交線形和吳(wu)淞江三級航道(dao)(蘇(su)申內港線航道(dao))凈(jing)空的制約,大橋(qiao)(qiao)最終選(xuan)擇采用120m下承式簡(jian)支鋼桁梁(liang)一(yi)跨跨越吳(wu)淞江。橋(qiao)(qiao)梁(liang)為雙向10車道(dao),單幅寬度(du)達(da)到24.6m是(shi)國內同類橋(qiao)(qiao)梁(liang)之最;跨徑(jing)達(da)128m,是(shi)蘇(su)州(zhou)跨徑(jing)最長(chang)的一(yi)座鋼桁梁(liang)橋(qiao)(qiao)。
大(da)橋建(jian)設(she)(she)(she)單位(wei)(wei)為蘇州工(gong)(gong)(gong)業園區工(gong)(gong)(gong)程建(jian)設(she)(she)(she)管理有(you)限(xian)公司(si)(SIPPM),吳淞(song)江(jiang)大(da)橋在設(she)(she)(she)計規范(fan)和施(shi)(shi)工(gong)(gong)(gong)技術(shu)上(shang)都(dou)有(you)很大(da)難度,給SIPPM項(xiang)目(mu)團隊(dui)的全體人員(yuan)帶(dai)來巨大(da)壓力(li)的同(tong)時(shi)也激發了他們的挑戰精神。為了確保設(she)(she)(she)計與(yu)施(shi)(shi)工(gong)(gong)(gong)的最優(you)化(hua)(hua),SIPPM聯合(he)江(jiang)蘇省交通(tong)(tong)規劃設(she)(she)(she)計院(yuan)專門(men)成立(li)了科研小組,對(dui)結(jie)構(gou)設(she)(she)(she)計和大(da)噸位(wei)(wei)鋼桁(heng)梁(liang)橋架橋工(gong)(gong)(gong)藝的關鍵技術(shu)進行課題(ti)研究,通(tong)(tong)過空間有(you)限(xian)元仿真(zhen)分析深入(ru)把握結(jie)構(gou)受(shou)力(li)特點,合(he)理設(she)(she)(she)置安全儲備并實現結(jie)構(gou)優(you)化(hua)(hua)。另一方面,通(tong)(tong)過精細(xi)化(hua)(hua)管理,SIPPM作為代(dai)建(jian)方與(yu)設(she)(she)(she)計單位(wei)(wei)、監理單位(wei)(wei)、施(shi)(shi)工(gong)(gong)(gong)單位(wei)(wei)不(bu)斷討論(lun)磨合(he),針對(dui)吳淞(song)江(jiang)大(da)橋水中基礎施(shi)(shi)工(gong)(gong)(gong)形成了專項(xiang)施(shi)(shi)工(gong)(gong)(gong)方案(an),并經專家(jia)論(lun)證(zheng)優(you)化(hua)(hua),最終確定采(cai)用搭設(she)(she)(she)鋼棧(zhan)橋施(shi)(shi)工(gong)(gong)(gong)平臺(tai)進行樁基施(shi)(shi)工(gong)(gong)(gong)。
吳(wu)淞(song)江(jiang)大(da)橋的(de)(de)最大(da)難點(dian)在于(yu)寬(kuan)幅(fu)(fu)大(da)跨(kua)鋼桁(heng)(heng)(heng)梁(liang)橋的(de)(de)結構(gou)設計和大(da)噸(dun)位鋼桁(heng)(heng)(heng)梁(liang)橋的(de)(de)架(jia)橋工(gong)藝(yi)。由(you)于(yu)寬(kuan)幅(fu)(fu)大(da)跨(kua)市政(zheng)鋼桁(heng)(heng)(heng)梁(liang)的(de)(de)橋面(mian)系、中端橫(heng)梁(liang)、平縱(zong)聯(lian)、縱(zong)梁(liang)等(deng)構(gou)造相對傳統(tong)的(de)(de)鐵路窄幅(fu)(fu)鋼桁(heng)(heng)(heng)梁(liang)均發生了很大(da)的(de)(de)變化(hua)。此外(wai),市政(zheng)橋梁(liang)活載(zai)性質以(yi)及加載(zai)位置與鐵路鋼桁(heng)(heng)(heng)梁(liang)區別較大(da),橋面(mian)系、橫(heng)梁(liang)、主(zhu)桁(heng)(heng)(heng)等(deng)的(de)(de)受(shou)(shou)力機(ji)理、節點(dian)構(gou)造要(yao)求(qiu)(qiu)也(ye)不同于(yu)鐵路鋼桁(heng)(heng)(heng)梁(liang)。因(yin)此寬(kuan)幅(fu)(fu)大(da)跨(kua)市政(zheng)鋼桁(heng)(heng)(heng)梁(liang)橋的(de)(de)結構(gou)設計難度很大(da)。此外(wai),受(shou)(shou)航道通航要(yao)求(qiu)(qiu),該(gai)橋宜(yi)采用頂推浮運的(de)(de)架(jia)橋工(gong)藝(yi),由(you)于(yu)一(yi)幅(fu)(fu)橋梁(liang)的(de)(de)自重(zhong)達到了2200噸(dun),且該(gai)橋址處于(yu)吳(wu)淞(song)江(jiang)半徑約(yue)550m的(de)(de)彎道頂部上,這(zhe)些因(yin)素(su)都(dou)大(da)大(da)提高了對浮運船(chuan)只、河(he)道深度以(yi)及施工(gong)過程(cheng)中的(de)(de)安全穩定性等(deng)方面(mian)的(de)(de)要(yao)求(qiu)(qiu)。