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href="/supply/19.html">郑州桥梁隧道加固公司</a> </h4></div> <div id="3m1slskndchc7" class="right_con"> <div id="3m1slskndchc7" class="pro_article"> <h1>郑州桥梁隧道加固公司</h1> <h3><p style="text-align:left;">ٿ     隧道施工方法?</p> <p style="text-align:left;"> <br />     1、全断面开挖法<br />     全断面法施工特点?br />     ?)开挖断面与作业空间大、干扰小?br />     ?)有条件充分使用机械,减少人力;<br />     ?)工序少,便于施工组织与管理,改善劳动条件;<br />     ?)开挖一次成形,对围岩扰动少,有利于围岩稳定?br />     2、台阶法施工<br />     台阶法是先开挖上半断面,待开挖至一定长度后同时开挖下半断面,上、下半断面同时并进的施工方法;按台阶长短有长台阶、短台阶和超短台阶三种。近年由于大断面隧道的设计,又有三台阶临时仰拱法,甚至多台阶法?br />     3、环形开挖留核心土法<br />     环形开挖留核心土法应注意以下几点:<br />     ?)环形开挖进尺宜?.5-1.0m,核心土面积应不小于整个断面面积?0%?br />     ?)开挖后应及时施工喷锚支护、安装钢架支撑,相邻钢架必须用钢筋连接,并应按施工要求设计施工锁角锚杆?br />     ?)围岩地质条件差,自稳时间短时,开挖前应按设计要求进行超前支护?br />     ?)核心土与下台阶开挖应再上台阶支护完成后、喷射混凝土达到设计强度?0%?br />     4、中隔壁?br />     CD 法是在软弱围岩大跨度隧道中,先开挖隧道的一侧,并施作中隔壁,然后再开挖另一侧的施工方法,主要应用于双线隧道Ⅳ级围岩深埋硬质岩地段以及老黄土隧道(Ⅳ级围岩)地段?br />     5、双侧壁导坑?br />     双侧壁导坑法施工作业顺序为:<br />     ?)开挖一侧导坑,并及时地将其初次支护闭合?br />     ?)相隔适当距离后开挖另一侧导坑,并建造初次支护?br />     ?)开挖上部核心土,建造拱部初次支护,拱脚支承在两侧壁导坑的初次支护上?br />     ?)开挖下台阶,建造底部的初次支护,使初次支护全断面闭合?br />     ?)拆除导坑临空部分的初次支护?br />     ?)建造内层衬砌?</p> <p style="text-align:center;"> <br /> </p> <p style="text-align:center;"> <img src="http://cmsimgshow.zhuchao.cc/28056/201801031745076892805631765.png" alt="" /> </p></h3> <div id="3m1slskndchc7" class="n_article_next"> 上一个产品:<a href="/supply/20.html">河南桥梁加固公司</a>    下一个产品:<a href="/supply/18.html">房屋加固公司</a> </div> <div id="3m1slskndchc7" class="tag">相关标签?a href='/key.aspx?k=%ba%d3%c4%cf%bc%d3%b9%cc%b9%ab%cb%be'>河南加固公司</a>,<a href='/key.aspx?k=%d6%a3%d6%dd%b5%d8%bb%f9%bc%d3%b9%cc%b9%ab%cb%be'>郑州地基加固公司</a>,<a href='/key.aspx?k=%bd%a8%d6%fe%be%c0%c6%ab%b9%ab%cb%be'>建筑纠偏公司</a>,</div> <div id="3m1slskndchc7" class="tag">发布时间 : 2018-1-3 0:00:00</div> <div id="3m1slskndchc7" class="tag">来源:<a href='http://yesdrs.com/supply/19.html'>http://yesdrs.com/supply/19.html</a> </div> <div id="3m1slskndchc7" class="clear"></div> </div> <div id="3m1slskndchc7" class="related"> 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