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川藏公路G318線提質(zhì)改造項(xiàng)目左貢過(guò)境段進(jìn)行二十米箱梁靜荷載試驗(yàn)

2025-01-09 17:15:30 admin 閱讀(203)

2024年11月30日,項(xiàng)目業(yè)主委托的第三方交科院檢測(cè)技術(shù)(北京)有限公司對(duì)山東東泰工程咨詢有限公司所承監(jiān)的川藏公路G318線提質(zhì)改造項(xiàng)目范圍內(nèi)的左貢二號(hào)橋7#-3(邊梁)、10#-2(中梁)20米箱梁分別進(jìn)行靜荷載試驗(yàn),總監(jiān)辦對(duì)檢測(cè)過(guò)程進(jìn)行了全程跟蹤配合。

試驗(yàn)結(jié)合本橋先簡(jiǎn)支后橋面連續(xù)施工預(yù)應(yīng)力混凝土箱梁橋的結(jié)構(gòu)受力特點(diǎn),利用橋梁專用有限元計(jì)算分析軟件 MIDAS/Civil,計(jì)算在設(shè)計(jì)荷載(公路-Ⅰ級(jí))作用下的最大內(nèi)力,以檢驗(yàn)該梁在正常使用極限狀態(tài)下的彎曲變形(撓度)。試驗(yàn)采用重物法(吊車配重塊)對(duì)待試驗(yàn)箱梁跨中施加荷載,測(cè)點(diǎn)分別布置在試驗(yàn)箱梁的1/4L、2/4L、3/4L處,共計(jì)5個(gè)測(cè)點(diǎn);荷載施加前先對(duì)梁體進(jìn)行觀察是否有裂縫,并做好標(biāo)記;標(biāo)準(zhǔn)試驗(yàn)荷載共分四級(jí)荷載,首先進(jìn)行一次預(yù)壓,需達(dá)到設(shè)計(jì)荷載的50%,預(yù)壓60min,待讀數(shù)穩(wěn)定后,觀察梁體是否有裂縫出現(xiàn)或原有裂縫是否有變化,并做好記錄,隨后進(jìn)行三次,加載分別達(dá)到設(shè)計(jì)荷載的80%、90%、100%,每一級(jí)加載持荷15min,待讀數(shù)穩(wěn)定后施加下一級(jí)荷載;邊梁跨中等效彎矩達(dá)到 4139.37 kN.M,相當(dāng)于設(shè)計(jì)荷載 4181.20 kN.M 的 99.0%,中梁跨中等效彎矩達(dá)到 3664.62 kN.M,相當(dāng)于設(shè)計(jì)荷載 3701.60 kN.M的 99.0%通過(guò)等效加載,使加載效率滿足規(guī)范要求。

總監(jiān)辦監(jiān)理人員在檢測(cè)過(guò)程中進(jìn)行了見(jiàn)證和記錄,對(duì)檢測(cè)方案、檢測(cè)過(guò)程和檢測(cè)結(jié)果與第三方檢測(cè)單位進(jìn)行了交流,監(jiān)理人員從中受益匪淺,同時(shí)提高了相關(guān)的業(yè)務(wù)水平。

通過(guò)對(duì)20米箱梁靜荷載檢測(cè),各項(xiàng)指標(biāo)均滿足規(guī)范要求,業(yè)主對(duì)東泰咨詢?cè)诒O(jiān)理工作過(guò)程中的質(zhì)量控制給予了肯定,同時(shí)為橋梁的后續(xù)施工提供了有效的依據(jù)。

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article------>{"id":6446,"cid":20,"subCid":null,"title":"川藏公路G318線提質(zhì)改造項(xiàng)目左貢過(guò)境段進(jìn)行二十米箱梁靜荷載試驗(yàn)","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"許利娜","author":"admin","description":"2024年11月30日,項(xiàng)目業(yè)主委托的第三方交科院檢測(cè)技術(shù)(北京)有限公司對(duì)山東東泰工程咨詢有限公司所承監(jiān)的川藏公路G318線提質(zhì)改造項(xiàng)目范圍內(nèi)的左貢二號(hào)橋7#-3(邊梁)、10#-2(中梁)20米箱","img":"/public/uploads/material/2024-12-03/674eb822dada6_thumb.jpg","content":"<p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;line-height:33px\"><span style=\"font-family: 仿宋_GB2312;font-size: 19px\">2024年11月30日,項(xiàng)目業(yè)主委托的第三方交科院檢測(cè)技術(shù)(北京)有限公司對(duì)山東東泰工程咨詢有限公司所承監(jiān)的川藏公路G318線提質(zhì)改造項(xiàng)目范圍內(nèi)的左貢二號(hào)橋7#-3(邊梁)、10#-2(中梁)20米箱梁分別進(jìn)行靜荷載試驗(yàn),總監(jiān)辦對(duì)檢測(cè)過(guò)程進(jìn)行了全程跟蹤配合。</span></p><p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;line-height:33px\"><span style=\"font-family: 仿宋_GB2312;font-size: 19px\"><span style=\"font-family:仿宋_GB2312\">試驗(yàn)結(jié)合本橋先簡(jiǎn)支后橋面連續(xù)施工預(yù)應(yīng)力混凝土箱梁橋的結(jié)構(gòu)受力特點(diǎn),利用橋梁專用有限元計(jì)算分析軟件</span> <span style=\"font-family:仿宋_GB2312\">MIDAS/Civil,計(jì)算在設(shè)計(jì)荷載(公路-Ⅰ級(jí))作用下的最大內(nèi)力,以檢驗(yàn)該梁在正常使用極限狀態(tài)下的彎曲變形(撓度)。試驗(yàn)采用重物法(吊車配重塊)對(duì)待試驗(yàn)箱梁跨中施加荷載,測(cè)點(diǎn)分別布置在試驗(yàn)箱梁的1/4L、2/4L、3/4L處,共計(jì)5個(gè)測(cè)點(diǎn);荷載施加前先對(duì)梁體進(jìn)行觀察是否有裂縫,并做好標(biāo)記;標(biāo)準(zhǔn)試驗(yàn)荷載共分四級(jí)荷載,首先進(jìn)行一次預(yù)壓,需達(dá)到設(shè)計(jì)荷載的50%,預(yù)壓60min,</span></span><span style=\"font-family: 仿宋_GB2312;letter-spacing: -0;font-size: 19px\">待讀數(shù)穩(wěn)定</span><span style=\"font-family: 仿宋_GB2312;font-size: 19px\"><span style=\"font-family:仿宋_GB2312\">后,觀察梁體是否有裂縫出現(xiàn)或原有裂縫是否有變化,并做好記錄,隨后進(jìn)行三次,加載分別達(dá)到設(shè)計(jì)荷載的</span><span style=\"font-family:仿宋_GB2312\">80%、90%、100%,每一級(jí)加載持荷15min,待讀數(shù)穩(wěn)定后施加下一級(jí)荷載;邊梁跨中等效彎矩達(dá)到 4139.37 kN.M,相當(dāng)于設(shè)計(jì)荷載 4181.20 kN.M 的 99.0%,中梁跨中等效彎矩達(dá)到 3664.62 kN.M,相當(dāng)于設(shè)計(jì)荷載 3701.60 kN.M的 99.0%通過(guò)等效加載,使加載效率滿足規(guī)范要求。</span></span></p><p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;line-height:33px\"><span style=\"font-family: 仿宋_GB2312;font-size: 19px\">總監(jiān)辦監(jiān)理人員在檢測(cè)過(guò)程中進(jìn)行了見(jiàn)證和記錄,對(duì)檢測(cè)方案、檢測(cè)過(guò)程和檢測(cè)結(jié)果與第三方檢測(cè)單位進(jìn)行了交流,監(jiān)理人員從中受益匪淺,同時(shí)提高了相關(guān)的業(yè)務(wù)水平。</span></p><p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;line-height:33px\"><span style=\"font-family: 仿宋_GB2312;font-size: 19px\"><span style=\"font-family:仿宋_GB2312\">通過(guò)對(duì)</span><span style=\"font-family:仿宋_GB2312\">20米箱梁靜荷載檢測(cè),各項(xiàng)指標(biāo)均滿足規(guī)范要求,業(yè)主對(duì)東泰咨詢?cè)诒O(jiān)理工作過(guò)程中的質(zhì)量控制給予了肯定,同時(shí)為橋梁的后續(xù)施工提供了有效的依據(jù)。</span></span></p><p style=\"text-align:center\"><span style=\"font-family: 仿宋_GB2312;font-size: 19px\"><span style=\"font-family:仿宋_GB2312\"><img src=\"/public/uploads/ueditor/image/20241203/A-8/1733212182137404.jpg\" title=\"1733212182137404.jpg\" alt=\"1(1)(1).jpg\"/></span></span></p><p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;line-height:33px\"><span style=\"font-family: 仿宋_GB2312;font-size: 19px\"><span style=\"font-family:仿宋_GB2312\"><br/></span></span></p><p style=\"text-align:center\"><span style=\"font-family: 仿宋_GB2312;font-size: 19px\"><span style=\"font-family:仿宋_GB2312\"><img src=\"/public/uploads/ueditor/image/20241203/A-8/1733212111186585.jpg\" title=\"1733212111186585.jpg\" alt=\"2(1).jpg\"/></span></span></p><p style=\"margin-top:0;margin-right:0;margin-bottom:0;margin-left:0;text-indent:37px;padding:0 0 0 0 ;text-autospace:ideograph-numeric;line-height:33px\"></p><p style=\"text-autospace:ideograph-numeric;line-height:33px\"><span style=\";font-family:Calibri;font-size:19px\"> </span></p><p><br/></p>","orderBy":null,"status":0,"pv":203,"link":null,"createdAt":"2024-12-03 15:50:07","updatedAt":"2025-01-09 17:15:30","field":{},"tags":[]}

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