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PROCESS FOR PRESSURE INJECTION WITH MORTAR THE ANNULAR SPACE BETWEEN TUBBING AND ROCK

机译:砂浆和岩石之间环形空间的砂浆压力注射方法

摘要

The invention relates to a process during shield driving of a tunnel lined withtubbings for pressure injecting the annular space between tubbing and rock with amortar mixture which is introduced into the interspace from a mortar containerinstalled on the trailer by pumping via hosing and pipes disposed in the shieldcasing. In order to attain rapid stiffening of the mortar, in order to lend it thecapability of fulfilling the purpose of the pressure and thrust-resistant embedding ofthe tubbing pipe, but yet, even after a relatively long standstill, to ensure the abilityto start pumping with manageable pressures, according to the invention to the mortarmixture a thixotroping agent and sandy limestone powder is added in such quantitiesthat a rapid initial shearing strength of up 5 to 10 KN/m[err] is attained after 30 minutesand, after an operational standstill, starting the pumping with a low pressure of up toapproximately 8 bars is ensured.
机译:本发明涉及衬砌隧道的盾构驱动过程。用压力将油管和岩石之间的环形空间注入油管砂浆混合物从砂浆容器引入间隙通过软管和布置在防护罩中的管道抽水安装在拖车上套管。为了使砂浆快速硬化,为了将砂浆借给满足压力和抗推力嵌入目的的能力管道,但即使经过较长时间的停顿,也必须确保根据本发明开始以可控制的压力向砂浆泵送以这种量添加触变剂和砂质石灰石粉的混合物30分钟后达到5到10 KN / m [err]的快速初始剪切强度在运行停止后,以不超过确保大约8巴。

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