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1)  bolt-grouting
锚注
1.
In order to meet technical needs and minimize the deformation of tunnel,bolt-grouting supporting program was adopted on analysis of interaction between supporting and wall rock.
为了满足掘进巷道的技术要求,解决巷道的变形,通过对巷道支护与围岩相互作用及目前各类巷道支护形式及支护效果分析研究,决定采用锚注支护方案。
2.
In order to reflect the change in deformation of surrounding rocks in soft rock bolt-grouting roadway along with time,we have built the time series prediction model of the deformation of surrounding rock in soft rock bolt-grouting roadway based on the RBF neural network and the data of the deformation observed from the locale.
为反映软岩锚注巷道围岩的变形在时间上的变化规律,利用径向基函数RBF神经网络强大的非线性映射能力,通过已经观测到的巷道围岩变形数据,建立软岩锚注巷道围岩变形量的时序预测模型。
2)  bolting and grouting
锚注
1.
Furthermore, based on the analysis of physico-chemical component of surrounding rock and the situation of the damaged roadway, the method of adopting strong bolting and shotcreting mesh for the primary support and bolting and grouting for the secondary support is put forwa.
以某矿井底车场巷道为例 ,通过对围岩物化分析、力学参数、地应力测试 ,现场工程地质调查及巷道破坏特征分析 ,针对该矿软岩巷道围岩变形量大和流变变形显著这两个特点 ,提出了一次支护采用强力锚喷网、二次支护采用锚注支护是适合该矿岩体特点的合理支护形式 ,并在该矿西大巷延拓及井底车场巷道、硐室修复中成功应用 ,取得了良好的技术经济效果。
3)  anchoring and grouting
锚注
1.
Then the incompact rock block was consolidated to unity with anchoring and grouting in permanent support,and the cohesive strengths and internal friction angles of the surrounding rock were also improved,which make the surrounding rock mass change from soft to hard and no-supported effect to support structure.
通过对华丰煤矿-1100水平巷道破坏机理的研究,提出了采用马蹄形巷道支护断面和全封闭支护的理念,加强底板承载能力和巷道抗蠕变能力;根据千米深井巷道围岩流变特性,研究得出了围岩地压得到合理释放趋于稳定时进行永久支护的时机和距离,并在永久支护中实施锚注加固,使松散破碎岩块胶结成整体,提高了围岩的内聚力和内摩擦角,使围岩由"软"变"硬",使无支护作用的围岩体变为支护结构,同时锚注锚杆成为全长锚固锚杆,加强了围岩的加固效果,达到安全永久支护巷道的目的。
2.
At the same time,anchoring and grouting were used jointly to deal with large deformation at the bottom of roadway.
根据现场膨胀性软岩持续变形的特点,通过改变支护参数、施工工艺、提高支护初撑力等手段,进行了"喷-锚喷-锚网喷"支护技术的工业性试验,对大变形巷道底臌采用了锚注结合的治理方式。
4)  rockbolt cable and rockbolt grouting
锚索锚注
1.
In terms of the destroy of the winch house and winch foundation of the -312 m under-shaft in Xie-Li Coal Mine, the breakage causes of the mare analyzed and the rockbolt cable and rockbolt grouting combined reconditioning technology is applied.
针对谢李煤矿-312 m暗主立井绞车房硐室和绞车基础损坏情况,分析了破坏原因,采取锚索锚注联合加固,用锚注充填围岩裂隙提高围岩自身承载强度,改变绞车基础共振频率;普通锚索预紧加固硐室顶板,超长锚索预紧加固绞车基础,施工速度快,省费用,成功修复加固了受到破坏的硐室和基础,取得较好的效果。
5)  bolt and grouting support
锚注支护
1.
Research on bolt and grouting support technology for mine dynamic soft rock roadway in Qinan Mine;
祁南煤矿动压软岩巷道锚注支护技术研究
2.
In order to comprehensively utilize the fly ash and to reduce the cost of the gateway bolt and grouting support in soft rocks, the paper studied the applied technology of fly ash to mine gateway support in soft rocks.
为了综合利用粉煤灰,降低软岩巷道锚注支护的成本,就粉煤灰在煤矿软岩巷道支护中的应用技术进行了研究,采用水泥与粉煤灰体积比为1∶1的注浆材料代替纯水泥浆来改进锚注支护中的注浆材料。
6)  bolt-grouting support
锚注支护
1.
Research on bolt-grouting support of soft rock roadway and its application;
软岩巷道锚注支护研究与应用
2.
Numerical simulation research of bolt-grouting support in deep soft roadway;
深部软岩巷道锚注支护数值模拟研究
3.
Research of bolt-grouting support in complicated hard supporting roadway;
复杂难支护巷道锚注支护技术研究
补充资料:p-甲苯磺酸吡啶锚
分子式:
CAS号:

性质:熔点117~119℃。对湿气敏感的具刺激性固体。用吡啶与对甲苯磺酸反应制取。在合成保护羟基的四氢吡喃醚,以及合成保护羰基的缩醛或缩酮时,用作催化剂。亦可用以断裂甲氧基乙氧基醚(MEM)或甲氧基甲基醚(MOM)。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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