![发布信息模板912_01.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/9035644b4eff7cfc763ed963aa7d12.jpg)
![发布信息模板912_02.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/3c4c34f98740c39adfbcc2fda6cbe6d.jpg)
![发布信息模板912_03.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/485d4a696791b5761993b516ebbe4275.jpg)
隧道锚杆是使用水泥砂浆作为锚固剂的锚杆。此类锚杆安装简便,成本较低廉,但是锚固力较弱,隧道锚杆主要用于岩石构造较完整的边坡保护或者临时锚固的地点,一般多用于隧道设施建设中。
隧道锚杆安装
(1)安装前,应检查锚杆体钻头的水孔是否畅通,若有异物堵塞,应及时清理。
(2)锚杆体装入设计深度后,应用水和空气洗孔,直至孔口反水或返气。
(3)注浆材料宜采用不小于M30的水泥砂浆,水泥:砂:水宜为1:(1~1.5):(0.45~0.5)。采用水泥砂浆时砂子粒径不应大于1.0mm。
(4)注浆时,灌浆管应插至距孔底50~100mm处,并随水泥砂浆的注入缓慢匀速拔出。杆体插入孔内的长度不得短于设计长度的95%,即实际粘结长度不应短于设计长度的95%。
(5)孔内水泥砂浆须在0.5~1.0MPa的控制压力射饱满,从而使锚杆达到长期的设计锚固能力。
(6)要求早强隧道锚杆单根母体抗拉力不小于150KN;锚杆锚固抗拔力:Ⅴ级围岩不小于50KN,Ⅳ级及以下围岩不小于80KN。
zmjt061
![发布信息模板912_04.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/d4afd82b28db8cea69da9a6b9f3239f.jpg)
![中空注浆锚杆2.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/37e9cb86b1e7f115dcd8613678e94871.jpg)
![中空注浆锚杆3.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/359686b2c3274f71a427effed1b4d7d.jpg)
![发布信息模板912_05.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/366421dd6ceb727457064c51fdd543f.jpg)
![发布信息模板912_06.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/84bd549d2063bcfd65247663b64ea595.jpg)
![发布信息模板912_07.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/dfcab9642f8c3722d7fea20d66cfc7c.jpg)
![发布信息模板912_08.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/f9539f9c7218732ddbf948ffe9e0.jpg)
![发布信息模板912_09.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/f99324cd926f29babcc1978199f9d2c.jpg)
![发布信息模板912_10.jpg](http://img1.qianyuwang.com/img/ueditor/upload/image/53960/dce991364176d43980c88dbb6e2844.jpg)