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article------>{"id":1867,"cid":21,"subCid":null,"title":"巨野河大橋橋跨結(jié)構(gòu)簡支轉(zhuǎn)連續(xù)施工質(zhì)量控制","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"劉鋒","author":"admin","description":"濟高高速巨野河大橋位于一標(biāo)段濟南市歷城區(qū)城子村北側(cè)約600米處，為跨越巨野河而設(shè)置，中心樁號K1+941.0，跨徑布置為8×35米裝配式預(yù)應(yīng)力混凝土小箱梁。橋長287.0米，按右夾角85度布置，上部橋跨","img":"","content":"<p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">濟高高速巨野河大橋位于一標(biāo)段濟南市歷城區(qū)城子村北側(cè)約600米處，為跨越巨野河而設(shè)置，中心樁號K1+941.0，跨徑布置為8×35米裝配式預(yù)應(yīng)力混凝土小箱梁。橋長287.0米，按右夾角85度布置，上部橋跨為簡支轉(zhuǎn)連續(xù)結(jié)構(gòu)。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">一、先簡支后連續(xù)施工工藝流程</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">1.預(yù)制主梁，待混凝士強度達(dá)到設(shè)計強度的100%后，張拉正彎矩區(qū)預(yù)應(yīng)力鋼束，壓漿并及時清理主梁(預(yù)應(yīng)力混凝土簡支轉(zhuǎn)連續(xù)箱梁)底板通氣孔。放置臺座，等待架梁。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">2.設(shè)置臨時支座并安裝好永久支座，采用架橋機逐孔安裝主梁，置于臨時支座上為簡支狀態(tài)，及時連接箱梁鋼筋與橫梁鋼筋。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">3.連接接頭段鋼筋，設(shè)置接頭鋼束波紋管并穿束。在日溫最低時澆筑連續(xù)、接頭、中橫梁及濕接縫混凝土。達(dá)到設(shè)計強度的100%時，張拉頂板鋼束并壓漿。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">4.接頭完成后，由跨中向支點澆筑剩余部分的橋面整體化混凝土，澆筑完成后,拆除臨時支座，完成體系轉(zhuǎn)換。拆除臨時支座時應(yīng)特別注意嚴(yán)防高溫影響橡膠支座質(zhì)量。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">5.噴灑防水層、安裝伸縮裝置、進行橋面系施工。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">二、先簡支后連續(xù)施工質(zhì)量控制</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">1.臨時支座的設(shè)置的質(zhì)量控制。臨時支座應(yīng)有足夠的強度和剛度，拆裝方便,落梁均勻。預(yù)應(yīng)力張拉完成后，待壓漿強度大于35MPa時方可拆除臨時支座。拆除臨時支座應(yīng)做到逐孔對稱、同步、平穩(wěn)。臨時支座拆除后，永久支座與墩頂和梁底嚴(yán)密貼合。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">2.臨時支座的設(shè)置方法，本橋采用可卸落砂箱支座。砂箱支座設(shè)置，要充分考慮砂箱承受箱梁梁體自重和架橋機重量后的沉降量，梁底與永久支座間應(yīng)留有空隙。在施工中會出現(xiàn)每個砂箱沉落量不會完全一樣的情況，而導(dǎo)致部分梁體懸空,產(chǎn)生質(zhì)量隱患，解決辦法是：通過預(yù)壓試驗取得砂箱在受力以后的平均沉降量，并以此指導(dǎo)現(xiàn)場安裝臨時支座，控制箱梁的安裝標(biāo)高與設(shè)計標(biāo)高一致。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">3.張拉預(yù)制底座的設(shè)置要求，張拉預(yù)制底座應(yīng)堅固、無沉陷,利于排水，防止由于排水不暢造成地基下沉。底座的反拱度值應(yīng)參照設(shè)計文件所提供的反拱度值、結(jié)合實際施工和生產(chǎn)性試制梁的張拉情況確定。反拱度應(yīng)做成拋物線。另外要保證橋梁安裝精度要嚴(yán)格控制，誤差不超過2mm。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">4.后連續(xù)現(xiàn)澆段施工質(zhì)量控制。新老混凝土的連接結(jié)合是現(xiàn)澆連續(xù)段混凝土存在的主要問題，為此預(yù)制梁板的端頭必須嚴(yán)格進行鑿毛處理。為了防止現(xiàn)澆連續(xù)段混凝土在養(yǎng)生硬化過程中發(fā)生收縮性裂縫影響混凝土在二次張拉過程中的承載力和橋梁的整體受力性能，現(xiàn)澆連續(xù)段接頭混凝士添加微膨脹劑，摻加劑量一般控制在水泥用量的0.5% ~ 1%之間。先簡支后連續(xù)每聯(lián)各現(xiàn)澆連續(xù)接頭的澆筑氣溫應(yīng)基本相同，溫差控制在5°C以內(nèi),并盡量安排在一天氣溫最低時施工。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">5.負(fù)彎矩二次張拉。負(fù)彎矩二次張拉是對梁板頂面的預(yù)應(yīng)力鋼束進行張拉，這是先簡支后連續(xù)橋梁同簡支梁橋的本質(zhì)區(qū)別。預(yù)應(yīng)力鋼束采用高強度低松弛鋼絞線,鋼束張拉采用兩面同時張拉,張拉順序從外側(cè)向內(nèi)側(cè)，每次張拉一根鋼絞線，直到張拉結(jié)束。壓漿工作在張拉結(jié)束后及時進行。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">6.主梁現(xiàn)澆接頭與濕接縫施工的質(zhì)量控制。接頭混凝士澆筑順序應(yīng)嚴(yán)格按設(shè)計文件要求執(zhí)行,從主梁預(yù)制到澆筑完橫向濕接縫的時間不宜超過3個月。濕接縫混凝土澆筑可采用吊模施工，模板應(yīng)有足夠的剛度和強度。模板安裝牢固后，沖洗已經(jīng)鑿毛處理的混凝土表面，在澆筑混凝土前對施工縫應(yīng)刷一層水泥凈漿。混凝土澆筑和振搗與預(yù)制主梁頂板澆筑同樣要求，宜采用平板振搗器與插入棒配合的方式，并保證設(shè)計厚度。濕接縫澆筑時宜在氣溫較低條件，并作好養(yǎng)護，防止裂縫。現(xiàn)澆接頭段混凝士可采用微膨脹水泥。</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"color:#000000\">三、結(jié)語</span></span></span></span></span></span></span></p><p style=\"margin: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 32pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16pt; line-height: 1.8;\"><span style=\"color:#000000\"><span style=\"font-family:宋體\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 2.5;\"><span style=\"margin: 0px; padding: 0px; font-size: 18px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋, 仿宋_gb2312;\"><span style=\"color:#000000\">先簡支后連續(xù)結(jié)構(gòu)形式相對于傳統(tǒng)意義上的連續(xù)梁而言，降低了施工難度，同時在一定程度上達(dá)到了結(jié)構(gòu)連續(xù)的目的，提高了結(jié)構(gòu)的承載能力,減少了梁部的伸縮縫，并控制橋面橫向裂縫的產(chǎn)生。隨著施工方法在不斷地提高與完善,使得越來越多的橋梁設(shè)計采用了此種橋型。因此,在施工中應(yīng)該加強質(zhì)量的控制，明確注意事項，認(rèn)真總結(jié)經(jīng)驗,及時吸取教訓(xùn)，逐步提高和控制好結(jié)構(gòu)連續(xù)施工質(zhì)量，使?jié)吒咚贅蛄航ㄔO(shè)達(dá)到一個新的臺階。</span></span></span></span></span></span></span></span></span></span></span></p><p><br/></p>","orderBy":null,"status":0,"pv":1633,"link":null,"createdAt":"2021-06-21 16:39:40","updatedAt":"2025-01-12 11:26:41","field":{},"tags":[]}
article.tags------>[]
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