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YaHei";">聯系人：趙經理 13720272020 </span></p><p style="line-height: 2em;"><span style="font-size: 14px; font-family: 微軟雅黑, "Microsoft YaHei";">地址：武漢市東湖新技術開發區關南四路35號</span></p><p style="line-height: 2em;"><span style="font-size: 14px; font-family: 微軟雅黑, "Microsoft YaHei";">網址 : www.popechart.com </span></p><p><br/></p></div> </div> </div> <div class="right"> <div class="sitemp clearfix"> <h2> 沉井封底 </h2> <div class="site">您的當前位置： <a href="http://www.popechart.com/">首頁</a> >> <a href="http://www.popechart.com/product/">產品中心</a> >> <a href="http://www.popechart.com/product/cjsg2e3/">沉井施工</a> </div> </div> <div class="content">  <link rel="stylesheet" href="http://www.popechart.com/template/default/style/quanju.css" type="text/css" media="all"> <link rel="stylesheet" href="http://www.popechart.com/template/default/style/page.css" type="text/css" media="all"> <script src="http://www.popechart.com/template/default/js/pages.js" type="text/javascript"></script> <script 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</div> </div> <div class="list"> <ul class="list_p"> <li><h2>所屬分類：<a href="http://www.popechart.com/product/cjsg2e3/"><strong>沉井施工</strong></a></h2></li> <li>點擊次數：<span><script src="http://www.popechart.com/data/include/producthits.php?id=714"></script></span></li> <li>發布日期：<span>2019/06/10</span></li> <li class="clearfix">  <div class="bdsharebuttonbox"> <a href="#" class="bds_more" data-cmd="more"></a> <a href="#" class="bds_qzone" data-cmd="qzone"></a> <a href="#" class="bds_tsina" data-cmd="tsina"></a> <a href="#" class="bds_tqq" data-cmd="tqq"></a> <a href="#" class="bds_renren" data-cmd="renren"></a> <a href="#" class="bds_weixin" data-cmd="weixin"></a> </div> <script> 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color=#2086ee><strong>沉井施工</strong></font></a>步驟：1.場地平整，鋪墊木、制作底節沉井2.拆模，刃腳下一邊填塞砂、一邊對稱抽拔出墊木3.均勻開挖下沉沉井，底節<a href='http://www.popechart.com/' target='_blank' class='key_tag'><font color=#2086ee><strong>沉井下沉</strong></font></a>完畢 4.建筑第二節沉井，繼續開挖下沉并接筑下一節井壁5.下沉至設計標高，清基6.<a href='http://www.popechart.com/product/714.html' target='_blank' class='key_tag'><font color=#2086ee><strong>沉井封底</strong></font></a>處理7.施工井內設計和封頂等</span></p><p><br/></p><p style="text-align: center;"><img src="/data/upload/image/20190610/1560152300808861.jpg" title="武漢沉井施工" alt="武漢沉井施工" width="500" height="333" border="0" vspace="0" style="width: 500px; height: 333px;"/></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">定義：沉井是井筒狀的結構物，它是以井內挖土，依靠自身重力克服井壁摩阻力后下沉到設計標高，然后經過混凝土封底并填塞井孔，使其成為橋梁墩臺或其它結構物的基礎。一般在施工大型橋墩的基坑，污水泵站，大型設備基礎，人防掩蔽所，盾構拼裝井，地下車道與車站水工基礎施工圍護裝置時使用。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">一、沉井的主要施工程序：</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">（一）沉井制作</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">1．在軟弱地基上制作沉井，應采用砂、砂礫或碎石墊層，用打夯機夯實使之密實，厚度根據計算確定。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">2．當地基土質較好，宜分節一次制作完成，然后下沉；對于較高（≥12m）的沉井應先挖下3～4m土方，在基坑中一次制作下沉，或分節制作，分節下沉，以減少沉井自由高度，增加穩定，防止傾斜。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">3．沉井制作宜采取在刃腳下設置木墊架或磚墊座的方法，其大、小和間距應根據荷重計算確定。安設鋼刃腳時，要確保外側與地面垂直，以使其起切土導向作用。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">4．沉井刃腳及筒身混凝土的澆筑應分段、對稱均勻、連續進行，防止發生傾斜、裂縫。第一節混凝土強度等級達到70％，始可澆筑第二節。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">5．澆筑的筒身混凝土應密實，外表面平整、光滑。有防水要求時，支設模板穿墻螺栓應在其中間加焊止水環；筒身在水平施工縫處應設凸縫或設鋼板止水帶，突出筒壁面部分應在拆模后鏟平，以利防水和下沉。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">沉井施工</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">（二）沉井下沉</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">1．下沉前應進行井壁外觀檢查，檢查混凝土強度及抗滲等級，并根據勘測報告計算極限承載力，計算沉井下沉的分段摩阻力及分段的下沉系數（≥1．15～1．25），作為判斷每個階段可否下沉，是否會出現突沉以及確定下沉方法及采取措施的依據。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">2．下沉前應分區、分組、依次、對稱、同步的抽除（拆除）刃腳下的墊架（磚墊座），每抽出一根墊木后，在刃腳下立即用砂、卵石或礫砂境實。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">3．小型沉井挖土多采用人工或風動工具；大型沉井，在井內用小型反鏟挖土機挖掘。挖土須分層、對稱、均勻地進行，一般在沉井中間開始逐漸挖向四周，每層高0．4～0．5m，沿刃腳周圍保留0．5～1.5m寬的土堤，然后沿沉井壁，每2～3m一段向刃腳方向逐層全面、對稱、均勻的削薄土層，每次削5～10cm，當土層經不住刃腳的擠壓而破裂，沉井便在自重作用下均勻垂直擠土下沉，使不產生過大傾斜。各倉土面高差應在50cm以內。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">4．在挖土下沉過程中，工長、測量人員、挖土工人應密切配合，加強觀測，及時糾偏。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">5．沉井下沉多采用排水挖土下沉方法，常用方法是：設明溝、集水井排水，在沉井內離刃腳2～3m挖一圈排水明溝，設3～4個集水井，深度比開挖面底部低1．0～1．5m，溝和井底深度隨沉井挖土而不斷加深。在井壁上設離心式水泵或井內設潛水泵，將地下水排出井外。當地質條件較差，有流砂發生的情況，可在沉井外部周圍設置輕型井點、噴射井點或深井井點以降低地下水位，或采用井點與明溝排水相結合的方法進行降水。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">6．沉井下沉觀測方法為在沉井外壁周圍彈水平線，井筒內按4等分或8等分標出垂直軸線，各吊線墜一個，對準下部標板來控制。觀測時間，每班三次，接近設計標高時兩小時一次。隨時掌握分析觀測數值，當線墜偏離垂線達50mm或標高差在100mm，應立即糾正。挖土過程中可通過調整挖土標高或勞動力進行糾偏。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">7．筒壁下沉時，外測土會隨之出現下陷，與筒壁間形成空隙，一般干筒壁外側填砂，保持不少于30cm高，隨下沉灌入空隙中，以減小下沉的摩阻力，并減少了以后的清淤工作。雨季應在填砂外側作擋水堤，以阻止雨水進入空隙，防止出現筒壁外的摩阻力接近于零，而導致沉井突沉或傾斜的現象。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">8．沉井下沉接近設計標高時，應加強觀測，防止超沉?？稍谒慕腔蛲脖谂c底梁交接處砌磚墩或墊枕木垛，使沉井壓在磚墩或枕木垛上，使沉井穩定。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">9．沉井下沉出現傾斜，如調整挖土仍不能糾正時，可加荷調整，但若一側已到設計標高，則直采用旋轉噴射高壓水的方法，協助下沉進行糾偏。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">10．沉井挖出之土方用吊斗吊出，運往棄土場，不得堆在沉井附近。</span></p><p><br/></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">（三）沉井封底</span></p><p><br/></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">1．沉井下沉至設計標高，再經2～3d下沉穩定，或經觀測在8h內累計下沉量不大于10mm，即可進行封底。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">2．封底前應先將刃腳處新舊混凝土接觸面沖洗干凈或打毛，對井底進行修整使之成鍋底形，由刃腳向中心挖放射形排水溝，填以卵石作成濾水盲溝，在中部設2～3個集水井與盲溝連通，使井底地下水匯集于集水井中用潛水電泵排出，保持水位低于基底面0．5m以下。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">3．封底一般鋪一層150～500mm厚卵石或碎石層，再在其上澆一層混凝土墊層，在刃腳下切實填嚴，振搗密實，以保證沉井的Z后穩定，達到50％強度后，在墊層上鋪卷材防水層，綁鋼筋，兩端伸入刃腳或凹槽內，澆筑底板混凝土。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">4．混凝土澆筑應在整個沉井面積上分層、不間斷地進行，由四周向中央推進，并用振動器搗實，當井內有隔墻時，應前后左右對稱地逐孔澆筑。</span></p><p><br/></p><p><span style="font-size: 16px; font-family: 微軟雅黑, "Microsoft YaHei";">5．混凝土養護期間應繼續抽水，待底板混凝土強度達到70％后，對集水井逐個停止抽水，逐個封堵。封堵方法是將集水井中水抽干，在套管內迅速用干硬性混凝土填塞并搗實，然后上法蘭盤用螺栓擰緊或四周焊接封閉，上部用混凝土墊實搗平。</span></p><p><br/></p> </div> </div> <h3 class="tag">本文網址：http://www.popechart.com/product/714.html </h3> <h3 class="tag">關鍵詞：<a href="http://www.popechart.com/tag/%E6%B9%96%E5%8C%97%E6%B2%89%E4%BA%95%E6%96%BD%E5%B7%A5">湖北沉井施工</a>,<a href="http://www.popechart.com/tag/%E6%AD%A6%E6%B1%89%E6%B2%89%E4%BA%95%E6%96%BD%E5%B7%A5">武漢沉井施工</a>,<a href="http://www.popechart.com/tag/%E5%AD%9D%E6%84%9F%E6%B2%89%E4%BA%95%E6%96%BD%E5%B7%A5">孝感沉井施工</a> </h3> <div class="page">上一篇：沒有了<br />下一篇：<span><a href="http://www.popechart.com/product/631.html">武漢沉井施工</a></span></div> </div> <script> var abc=0; //圖片標識 var img_num=$(".img_ul").children("li").length; //圖片個數 $(".img_ul li").hide(); //初始化圖片 play(); $(function(){ $(".img_hd 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