資源描述:
《《南水北調(diào)與水利科技》-南水北調(diào)中線穿黃工程地下連續(xù)墻施工工藝(孫蘭堅(jiān) 蔡琰)(摘要)》由會(huì)員上傳分享,免費(fèi)在線閱讀,更多相關(guān)內(nèi)容在工程資料-天天文庫。
1、《南水北調(diào)與水利科技》:南水北調(diào)中線穿黃工程地下連續(xù)墻施工工藝(孫蘭堅(jiān)蔡琰)(摘要)《南水北調(diào)與水利科技》:南水北調(diào)中線穿黃工程地下連續(xù)墻施工工藝(孫蘭堅(jiān)蔡琰)(摘要) #TRS_AUTOADD_1225681998859{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋體}#TRS_AUTOADD_1225681998859P{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIG
2、HT:1.5;FONT-FAMILY:宋體}#TRS_AUTOADD_1225681998859TD{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋體}#TRS_AUTOADD_1225681998859DIV{MARGIN-TOP:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋體}#TRS_AUTOADD_1225681998859LI{MARGIN-TO
3、P:0px;FONT-SIZE:12pt;MARGIN-BOTTOM:0px;LINE-HEIGHT:1.5;FONT-FAMILY:宋體}/**---JSON--{"":{"line-height":"1.5","font-family":"宋體","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"p":{"line-height":"1.5","font-family":"宋體","font-size":"12pt","margin-top":"0","margin-bottom
4、":"0"},"td":{"line-height":"1.5","font-family":"宋體","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"div":{"line-height":"1.5","font-family":"宋體","font-size":"12pt","margin-top":"0","margin-bottom":"0"},"li":{"line-height":"1.5","font-family":"宋體","font-size":"12pt","
5、margin-top":"0","margin-bottom":"0"}}--**/摘要:南水北調(diào)中線一期穿黃工程北岸豎井,采用圓形地下連續(xù)墻作為圍護(hù)結(jié)構(gòu),地下連續(xù)墻的壁厚為1.5m,內(nèi)徑為18m,外徑為21m。分14幅進(jìn)行施工,其中Ⅰ期槽7幅,Ⅱ期槽7幅。Ⅰ期增長6.5m,共分三銑成槽,中間一銑在地下連續(xù)墻軸線上的有效長度為0.9m;Ⅱ期槽長2.8m,一銑成槽。Ⅰ、Ⅱ期槽在地下連續(xù)墻軸線上搭接長度為0.4m,采用套銑接頭進(jìn)行槽段連接。地下連續(xù)墻深度為76.6m。采用雙輪銑進(jìn)行成槽施工,根據(jù)雙輪銑的特點(diǎn),改進(jìn)了普通的地下連續(xù)墻的接頭,使用套銑接頭的
6、形式,較好的解決了地下連續(xù)墻接頭處夾泥夾砂的問題。在成槽過程中,采用優(yōu)質(zhì)泥漿進(jìn)行護(hù)壁。
關(guān)鍵詞:南水北調(diào);地下連續(xù)墻;雙輪銑;套銑接頭
中圖分類號(hào):TV68;TV52文獻(xiàn)標(biāo)識(shí)碼:B文章編號(hào):1672-168301-0318-04
DiaphragmWallConstructionsCraftintheMiddleRouteoftheSouth-to-NorthWaterTransferProject
SUNLan-jian,CAIYan
(ChinaRailway16THBureauGroupCo.Ltd.BeijingRailwa
7、yTrafficEng.Cons.Co.Ltd.,Beijing101100,China)
Abstract:ThenorthbankwellofYellowRivercrossengineerinSouth-to-NorthWaterTransferProjectadoptedundergrounddiaphragmwallasenclosurestructurewiththewidthof1.5m,innerdiameterof18m,outerdiameterof21.00m,anddepthof76.60m.Thisdiaphragmw
8、allisseparatedin14panels,7inprimarystageandanother7insecondar