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1)  foundation water precipitation
基槽降水
2)  vertical ammonia liquor decanter
立式氨水沉降槽
3)  sewage final settling tank
污水最终沉降槽
4)  electrolytic cell foundation settlement
电解槽沉降基础
1.
Based on the straight hole curtain grouting reinforcement for an electrolytic cell foundation settlement,the second cementation was applied for reinforcement and restoration by inclined hole.
广西某电解铝车间电解槽沉降基础在采用直孔帷幕灌浆加固的基础上,利用斜孔在有限空间进行二次灌浆加固复位,通过合理控制灌浆压力和灌浆量或间歇灌浆等措施,实行测量跟踪观测控制每次灌浆的抬升量,成功地将电解槽沉降基础抬升复位。
5)  dewatering of foundation pit
基坑降水
1.
In the designing of foundation pit dewatering of disturbed group wells,to check the drawdown of water level is a key step whether reach the requirement of design or not,it relates to the rationality of the arrangement and the quantity of dewatering well and affects whether the dewatering of foundation pit will succeed or not.
干扰群井基坑降水设计中,对基坑内水位降深的复核是关键的一步,它关系到降水井布置的合理性、影响到降水井的数量及基坑降水的成败,该文针对基坑内地下水位复核公式中相关参数的选取进行了分析,探讨了具体参数取值的合理性问题,认为相关参数的选取应该考虑到抽水井的影响半径,公式中的基坑涌水量应该为抽水井影响半径范围内所有抽水井的出水量,分析了参数的使用条件,并结合实际情况提出了改进建议,新参数的取值方法更符合实际情况。
2.
Using groundwater recharge system,it can reduce the influence on surrounding environment induced by dewatering of foundation pit in the project.
本工程应用地下水回灌系统来消除基坑降水对周围环境的影响,对回灌的设计作了介绍,并对沉降观测资料进行了分析。
3.
In order to guarantee safety of fund ation pit construction and nearby building,a nd to prevent ground subside caused b y dewatering of foundation pit,in th e construction.
为保证基坑施工及临近建筑物的安全,避免基坑降水造成砂土流失而引起的地面沉降问题,在降水井的施工中,根据含水介质的颗粒级配选择相应规格的过滤砂作为过滤层填料,并保证过滤层具有一定的厚度,使降水时的含砂量控制在1/10万以下;采用非稳定流控制水位跟踪作业降水法,尽量减少基坑降水的影响范围,取得了良好的预期效果。
6)  foundation pit dewatering
基坑降水
1.
Several noticeable problems and solutions in the foundation pit dewatering;
基坑降水中常见问题的分析及处理
2.
The influences of the foundation pit dewatering of pump station of Niangzi Pass on Wulong spring and Shibanmo spring;
某水源泵站基坑降水对五龙泉、石板磨泉的影响
3.
By the calculation of influence of foundation pit dewatering and support structure deformation on the adjacent existing building,water-sealed curtain and recharge technology are not adopted which satisfies the settlement of the adjacent existing building in the permission scope,guarantees the use security of the adjacent existing building,reduces the construction difficulty,saves the massive fund.
通过对基坑降水和支护结构变形对邻近建筑物的沉降影响的计算,没有采取止水帷幕和回灌技术,满足了邻近建筑物的沉降在允许的范围内,保证了邻近建筑物的使用安全,减少了施工作业的难度,节约了大量资金。
补充资料:2-甲氧基碳酸基乙基胺基乙基胺基丙基三甲氧基硅烷
CAS: 1067-66-9
分子式: C12H28N2O5Si
分子量: 308.45

中文名称: 2-甲氧基碳酸基乙基胺基乙基胺基丙基三甲氧基硅烷

英文名称: [N'-(2-Methoxycarbonylethyl)aminoethylaminopropyl]trimethoxysilane
10-diaza-3-silatridecan-13-oic acid, 3,3-dimethoxy-2-oxa- methyl ester
n-(2-((3-(trimethoxysilyl)propyl)amino)ethyl)-beta-alanin methyl ester
methyl 3,3-dimethoxy-2-oxa-7,10-diaza-3-silatridecan-13-oate
methyl[2-(3-trimethoxysilylpropylamino)-ethylamino
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条