支护帷幕桩,heavy curtain pile,在线英语词典,英文翻译,专业英语

1) heavy curtain pile

支护帷幕桩

Taking one work as example and according to its features the foundation treatment techniques are introduced from earth cofferdam, heavy curtain piles, dewatering, drainage and other aspects, which provides good references for similar works.

结合某工程实例 ,从工程特点、土围堰、支护帷幕桩、降水、排水等方面对该工程地基处理技术进行了详细的介绍 ,对类似工程的施工具有很好的参考价值。

2) supporting

支护

Study of Stability and Supporting of Stope Tunnel in Chengchao Iron Mine;

程潮铁矿采场巷道稳定性与支护形式的研究

The cable fully-anchoraged supporting for working face of Xishan Coal Mine 3# Coal Layer;

西山煤田3号煤层工作面切眼全锚支护

Mechanical analysis on full length bolt supporting;

全长锚固锚杆支护力学分析

3) support

支护

Research of support technology on mining softrock roadway;

煤矿软岩巷道支护技术研究

Rules and support ways of roadway support and wall rock common loading;

巷道支护与围岩共同承载的规律与支护方式

The study on the support technology of 3100 face tailentry in Dayang mine;

大阳煤矿3100工作面回风顺槽支护技术研究

4) shoring

支护

Wenzhou fortune center deep base pit shoring and inspect survey;

温州财富中心深基坑支护与监测

Research and design of shoring up the deep foundation pit in soft soil in TNPP project;

田湾核电站软土深基坑支护设计研究

After calculating and analysing the large-section-intersection laneway shoring of Zhangji Coal Mine's 8th coal layer with the technology of numerical value calculates,the authors obtain optimal shoring parameters-6 rockbolts per arrange,whose diameter,range distance and length are respectively 22 mm,0.

应用数值计算技术对张集煤矿8煤层大断面交岔点巷道支护进行计算分析,获得该交岔点的支护参数为顶板每排6根锚杆、直径22 mm、排距0。

5) bracing

支护

Discussion on bracing pattern of tunnels in high stress concentration zone;

高应力集中区巷道支护形式探讨

Application of fuzzy consistent matrix theory to optimization of bracing projects for deep foundation pit of metro;

模糊一致矩阵理论在地铁深基坑支护方案优选中的应用

Application of combination of soil nailed wall and prestressed bolting bracing technology to the engineering of Wenquan Hotel;

土钉墙+预应力锚杆支护技术在温泉大酒店工程中的应用

6) retaining and protecting

支护

Research on the mathematical model of optimum design of the retaining and protecting system for foundation pit;

基坑支护优化设计的数学模型研究

Acoording to the related standards of China and locality ,and the material of the geological prospecting of the site, retaining and protecting for the foundation excavation of silt which is 5.

70m的淤泥质基坑的钻孔灌注桩支护,坑壁止水问题由桩间旋喷水泥浆解决。

The scheme of deep mixed pile and bolting-shotcrete for retaining and protecting foundation excavation has been used according to actual conditions of project.

叙述了某大厦软弱基坑支护方案的设计过程,根据工程的实际情况,选择水泥深层搅拌桩与管锚联合支护的基坑支护方案,再进行必要的计算和验算,得到一个可行的高层建筑深基坑支护方案。

参考词条

支护方法煤巷支护岩巷支护二次支护支护设计架棚支护卸压支护复合支护支护效果高强聚合物砂浆

补充资料：帷幕

帷幕
curtain

WelmU帷幕(curtain)沿坝基及其两岸延伸部分的地下连续防渗幕体.它是常用的坝基防渗措施之一帷幕与挡水建筑物的防渗结构的可靠连接，共同形成地上、地下连续的防渗体系.用钻孔灌水泥浆或各种化学浆液形成的帷幕称灌浆帷幕(见帷幕灌策和化学灌泉).在砂砾石坝基中用泥投土防渗堵形成的帷幕称垂直防渗J.帷幕(见软基处理)。在防渗墙下进行灌浆的帷幕称组合式帷幕。帷幕的作用主要有:①减少坝基和绕坝渗漏量。②防止断层裂隙中的充填物及抗水性能差的岩层产生管涌。③在帷幕和排水的共同作用下，使幕后坝基及两岸边岸的渗透压力降低至允许值，防止渗透压力对坝体、坝基及两岸边坡稳定产生不利影响。④灌浆帷幕兼有对坝基表层的接触灌装和固结灌泉的作用。帷幕的深度和伸人两岸的范围由坝高、地质条件及防渗要求等确定。帷幕深度一般伸人相对隔水层以下3~sm;伸人两岸的范围一般至正常蓄水位与天然地下水位相接处。帷幕范围也可根据地质条件及防渗要求，经计算或试验确定.通常帷幕深度多为0.3一。.7倍水头.相对隔水层考虑坝高、坝型、地质条件等因素，以钻孔压水试验透水率q<1~10 Lu(吕荣)为标准。岩溶地区的帷幕深度及伸入两岸的范围，应根据岩溶及渗漏通道的分布情况和防渗要求确定。伸人相对隔水层的帷幕称封闭式帷幕。未伸人相对隔水层的帷幕称悬挂式帷幕. 帷幕灌浆的钻孔方向有垂直的和倾斜的。帷幕钻孔的排数有单排的和多排的.倾斜帷幕在一定地质条件下，能穿过较多的岩体裂膝和层面，有时比垂直帷幕的防渗效果好，但对钻孔施工要求较高。单排孔帷幕适用于岩体完整性良好透水性弱的坝基;当帷幕承受水头较高或裂隙发育、岩体透水性强时，可采用多排孔帷幕。当水头较高时，为保证帷幕质量和方便施工，两岸帷幕沿坝基按30~50m高差分层布置和施工，上、下层帷幕搭接处采取浅孔灌浆等措施以保证其可靠衔接。

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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1) heavy curtain pile 支护帷幕桩 1. Taking one work as example and according to its features the foundation treatment techniques are introduced from earth cofferdam, heavy curtain piles, dewatering, drainage and other aspects, which provides good references for similar works. 结合某工程实例 ,从工程特点、土围堰、支护帷幕桩、降水、排水等方面对该工程地基处理技术进行了详细的介绍 ,对类似工程的施工具有很好的参考价值。 2) supporting 支护 1. Study of Stability and Supporting of Stope Tunnel in Chengchao Iron Mine; 程潮铁矿采场巷道稳定性与支护形式的研究 2. The cable fully-anchoraged supporting for working face of Xishan Coal Mine 3# Coal Layer; 西山煤田3号煤层工作面切眼全锚支护 3. Mechanical analysis on full length bolt supporting; 全长锚固锚杆支护力学分析 3) support 支护 1. Research of support technology on mining softrock roadway; 煤矿软岩巷道支护技术研究 2. Rules and support ways of roadway support and wall rock common loading; 巷道支护与围岩共同承载的规律与支护方式 3. The study on the support technology of 3100 face tailentry in Dayang mine; 大阳煤矿3100工作面回风顺槽支护技术研究 4) shoring 支护 1. Wenzhou fortune center deep base pit shoring and inspect survey; 温州财富中心深基坑支护与监测 2. Research and design of shoring up the deep foundation pit in soft soil in TNPP project; 田湾核电站软土深基坑支护设计研究 3. After calculating and analysing the large-section-intersection laneway shoring of Zhangji Coal Mine's 8th coal layer with the technology of numerical value calculates,the authors obtain optimal shoring parameters-6 rockbolts per arrange,whose diameter,range distance and length are respectively 22 mm,0. 应用数值计算技术对张集煤矿8煤层大断面交岔点巷道支护进行计算分析,获得该交岔点的支护参数为顶板每排6根锚杆、直径22 mm、排距0。 5) bracing 支护 1. Discussion on bracing pattern of tunnels in high stress concentration zone; 高应力集中区巷道支护形式探讨 2. Application of fuzzy consistent matrix theory to optimization of bracing projects for deep foundation pit of metro; 模糊一致矩阵理论在地铁深基坑支护方案优选中的应用 3. Application of combination of soil nailed wall and prestressed bolting bracing technology to the engineering of Wenquan Hotel; 土钉墙+预应力锚杆支护技术在温泉大酒店工程中的应用 6) retaining and protecting 支护 1. Research on the mathematical model of optimum design of the retaining and protecting system for foundation pit; 基坑支护优化设计的数学模型研究 2. Acoording to the related standards of China and locality ,and the material of the geological prospecting of the site, retaining and protecting for the foundation excavation of silt which is 5. 70m的淤泥质基坑的钻孔灌注桩支护,坑壁止水问题由桩间旋喷水泥浆解决。 3. The scheme of deep mixed pile and bolting-shotcrete for retaining and protecting foundation excavation has been used according to actual conditions of project. 叙述了某大厦软弱基坑支护方案的设计过程,根据工程的实际情况,选择水泥深层搅拌桩与管锚联合支护的基坑支护方案,再进行必要的计算和验算,得到一个可行的高层建筑深基坑支护方案。参考词条支护方法煤巷支护岩巷支护二次支护支护设计架棚支护卸压支护复合支护支护效果高强聚合物砂浆补充资料：帷幕帷幕 curtain WelmU帷幕(curtain)沿坝基及其两岸延伸部分的地下连续防渗幕体.它是常用的坝基防渗措施之一帷幕与挡水建筑物的防渗结构的可靠连接，共同形成地上、地下连续的防渗体系.用钻孔灌水泥浆或各种化学浆液形成的帷幕称灌浆帷幕(见帷幕灌策和化学灌泉).在砂砾石坝基中用泥投土防渗堵形成的帷幕称垂直防渗J.帷幕(见软基处理)。在防渗墙下进行灌浆的帷幕称组合式帷幕。帷幕的作用主要有:①减少坝基和绕坝渗漏量。②防止断层裂隙中的充填物及抗水性能差的岩层产生管涌。③在帷幕和排水的共同作用下，使幕后坝基及两岸边岸的渗透压力降低至允许值，防止渗透压力对坝体、坝基及两岸边坡稳定产生不利影响。④灌浆帷幕兼有对坝基表层的接触灌装和固结灌泉的作用。帷幕的深度和伸人两岸的范围由坝高、地质条件及防渗要求等确定。帷幕深度一般伸人相对隔水层以下3~sm;伸人两岸的范围一般至正常蓄水位与天然地下水位相接处。帷幕范围也可根据地质条件及防渗要求，经计算或试验确定.通常帷幕深度多为0.3一。.7倍水头.相对隔水层考虑坝高、坝型、地质条件等因素，以钻孔压水试验透水率q<1~10 Lu(吕荣)为标准。岩溶地区的帷幕深度及伸入两岸的范围，应根据岩溶及渗漏通道的分布情况和防渗要求确定。伸人相对隔水层的帷幕称封闭式帷幕。未伸人相对隔水层的帷幕称悬挂式帷幕. 帷幕灌浆的钻孔方向有垂直的和倾斜的。帷幕钻孔的排数有单排的和多排的.倾斜帷幕在一定地质条件下，能穿过较多的岩体裂膝和层面，有时比垂直帷幕的防渗效果好，但对钻孔施工要求较高。单排孔帷幕适用于岩体完整性良好透水性弱的坝基;当帷幕承受水头较高或裂隙发育、岩体透水性强时，可采用多排孔帷幕。当水头较高时，为保证帷幕质量和方便施工，两岸帷幕沿坝基按30~50m高差分层布置和施工，上、下层帷幕搭接处采取浅孔灌浆等措施以保证其可靠衔接。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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