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continuous wall造句

"continuous wall"是什么意思   

例句与造句

  1. Application of underground continuous wall in road and bridge construction
    地下连续墙在道桥工程中的应用
  2. Construction technology of underground continuous wall of shanghai rail traffic no . 8 line
    上海轨道交通8号线地下连续墙施工技术
  3. A reliable way to connect wall sections is the key to get a continuous wall with good quality
    可靠的墙段连接方法是保障墙体连续性和墙体质量的关键。
  4. Abstract : technique of building diaphragm wall by water jetting is a new technology in building underground continuous wall
    文摘:射水法造墙技术是建造地下连续墙的一种新的施工工艺。
  5. The emperor combined these walls into one continuous wall , which is now called the great wall
    33那位皇帝把那些城墙连接起来,形成一座连绵不断的城墙,也就是现在人们所说的“万里长城” 。
  6. It's difficult to find continuous wall in a sentence. 用continuous wall造句挺难的
  7. Concrete diaphragm wall is one type of underground continuous wall , which is adopted extensively in depending seepage for water conservancy and reservoir
    砼防渗墙是地下连续墙的一种,在水利工程围堰防渗、水库防渗等方面广泛地采用。
  8. The vibration and sinking - mould plank wall of seepage prevention is a new technique to mould continuous wall of seepage prevention underground by injecting slurry and sinking mould
    摘要根据羊龙潭水库地质条件,选用振动沉模防渗板墙来进行防渗加固。
  9. In the end , these methods are used to analyze the continuous wall foundation of the outlet - gate in east punan , shanghai and find its internal force under typical load
    文中最后将本文研究成果应用于上海浦南东海出海闸在典型荷载作用下的受力分析,得到了合理的结果。
  10. The waterproof method of underground continuous wall of sanshanjie station in nanjing metro is introduced , and the waterproof design and construction of the station are systematic ally summarized
    通过介绍对南京地铁三山街车站前期施工的地下连续墙的防水堵漏及综合治理,系统总结三山街车站防水设计及施工。
  11. In view of its characteristic , uses inspires crushing sand , erosion control seepage control continuous wall , erosion - resisting flexibility geotechnical engineering ge - bin - shi - long and so on synthesis processing measures to carry on the design
    针对其特点,采用振冲挤密砂石桩、防渗防冲连续墙、抗冲柔性土工布金属网络石笼等结合处理措施进行设计。
  12. Pile foundation and continuous wall foundation are widely used in coastal regions , where the character of local soil is always very weak . with the development of design method and the advancement of constructing technology , many new types of pile and continuous wall are applied , like the thin - wall hollow pile and the multi - function continuous wall , which can be used not only as temporary fencing structure , but also as permanent loading structures
    软土地区常见的地下基础型式有桩基础和地下连续墙,近年来随着设计理论和施工工艺设备的发展,桩基础及地下连续墙基础的型式都有了很大的发展,如薄壁筒桩、集挡土、防渗及承重多功能于一体的地下连续墙等。
  13. Setting the completed or being constructed chasm structure as example , the main design and construction method of it used in the road and bridge project has been discussed , and also it was pointed out the application condition and setting principle , of underground continuous wall , and the importance of supervision and measurement
    以已完工和正在施工中的路堑结构为例,论述地下连续墙用在道桥工程中的设计要点及施工方法,指出地下连续墙的适用条件、设置原则及在路堑结构中施工监测的重要性。
  14. This paper approaches reinforcement fabric cover , reinforcement fabric joint , reinforcement fabric embedded inserts , wall anchorage depth and wall joint form during the design of underground continuous walls , meanwhile , some problems affecting wall quality in the various sectors during construction are also discussed , including reinforcement fabric installation , groove bottom hole cleaning and quality testing equipment
    本文对地下连续墙设计过程中的钢筋网保护层、钢筋网接驳、钢筋网预埋件、墙体锚固深度、墙体接头形式以及施工过程中钢筋网安装、槽底清孔、质量检测设备等各个环节中影响墙体质量的一些问题进行了探讨。
  15. On this basis , this article makes a narrative and research on the apply that underground continuous wall puts on the super - deep base - hole . the key - point is the research of constructive features in designs of structure and in super - deep base - hole . more emphasis on the research in the structural design of underground continuous wall , the split of tanks , the junction , the technology in building tanks , , the water - tighten design of the base , the design on downing the water - lever , the estimable analysis and tactics in tightening water . , downing water - level and the design on the propping system of the deep base - hole , the digging technology of deep base - hole , the informational constructive program , the methods of checking the base - hole , the informational construction . at last , by this means , we can sum up an intact , advanced , reasonable technological methods on designing , constructing , and checking , also significantly accumulate successful data and experiences for the design and construction of super - deep base - hole at home and abroad
    重点是研究这种结构形式的设计施工特点和超深基坑的施工特点,特别是研究地连墙的结构设计,地连墙的槽段划分、接头形式、成槽工艺,基坑的封水设计、降水设计,封水、降水、排水风险分析及对策,封水、降水施工以及深基坑的支撑体系设计,深基坑的开挖工艺,基坑信息化施工程序,基坑监控方案,信息化施工等,从而得到一整套较为完整、先进、合理的设计、施工、监测技术方法和一些有意义的认识,为国内外超深深基坑的设计与施工积累成功的数据与经验。
  16. According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads , and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall . pujialiu and yu yuzhou from water and electronic engineering of qinghua university , according to the result of three axes , define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi , yellow river accept the total stress programme of thepd dam , and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one . at same time , we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not
    地下连续墙是一种历史较短的施工方法,目前,砼防渗墙的设计还是以传统的设计方法为主,根据查找国内外文献资料,华东建筑设计院王卫东利用地下连续墙与桩在竖向荷载作用下的工作性能有相似性,将适用于桩基的poulos弹性理论引入对地下连续墙的沉降计算中;清华大学水利水电工程系濮家骝、于玉贞根据三轴试验结果确定混凝土的参数,利用非线性e - b模型,结合黄河小浪底土石坝设计剖面,采用thepd土石坝总应力程序,对深覆盖层塑性混凝土防渗墙的应力、位移进行有限元分析,并与普通混凝土防渗墙计算结果加以对比,同时分析了不同配比塑性混凝土特性的影响,并采用应力水平和拉应力数值来判断塑性混凝土防渗墙的安全程度。
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