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   整体混凝土 的翻译结果: 查询用时:0.019秒
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整体混凝土
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  monolithic concrete
     The simulation calculation shows that in the range of criterion provision of young and old concrete that the formula for calculating the splitting tensile strength of a monolithic concrete specimen can be used to a concrete specimen of young and old concrete when the difference of elastic modulus of young and old concrete is small.
     本文通过数值模拟计算结果表明,在规范规定的修补结构新老混凝土强度等级差值范围内,新老混凝土弹性模量相差不大的情况下,新老混凝土粘结劈拉强度可近似采用整体混凝土劈拉强度计算公式。
短句来源
  integral concrete
     By comparison this paper takes three year old concrete to cast a series of Z shape new old concrete bonding specimens and integral concrete compared specimens.
     采用 3年龄期的老混凝土 ,通过比较 ,浇制了一批Z形新老混凝土粘结试件和整体混凝土伴随试件。
短句来源
  “整体混凝土”译为未确定词的双语例句
     THE METHODS OF INSPECTION,CHECKING COMPUTATION AND REINFORCEMENT FOR A TALL BUILDING′S INTEGRAL CONCRETE STRENGTH MISHAP
     某高层建筑结构整体混凝土质量问题的检测、验算及加固
短句来源
     Based on the geological and topographic conditions of the dam site, the tunnels of pressure open channel type are located in left bank, curved in plan, full lined with rainforced concrete, with net cross section 9×12m and mean velocity of 18—20m/s. The intake is composed of an approaching tunnel and a gate shaft. The outlet of the tunnel are followed by an open channel expanding in one side and equiped with an inclined bucket.
     根据已成工程和地形地质条件,隧洞以压力洞与明流洞相结合,呈曲线型式布置于河流左岸,整体混凝土衬砌,明流洞最大过水断面为9×12m,洞内平均流速18~20m/s,进水口由隧洞式入口段和闸门竖井组成,出口设置单侧扩散的斜、扭鼻坎。
短句来源
     Through the practical engineering practice,this paper puts forward the problem easy to be neglected that parts of the quality of the concrete strength and big standard dissimilarity affects on the testing result of the whole quality of the concrete,gives the analysis about it and offers the corresponding measures. This paper may give some reference to the engineers.
     通过实际工程实践 ,提出混凝土强度检验评定中易被忽略的局部混凝土强度质量和标准差过大影响整体混凝土评定结果的两个问题 ,并进行了分析 ,给出了相应措施 ,可供工程实验人员参考。
短句来源
     Based on the numerical simulation method, a stress-strain and stability analysis was performed on the massive concrete structure and some key parts, including the intake, spiral case, tail pipe, and dam foundation.
     采用数值模拟方法,对土卡河水电站厂房坝段整体混凝土结构及重点部位(进水口、蜗壳、尾水管)和大坝基础进行了应力应变研究.
短句来源
     Adopting solderless joint long rail, pre-burying stainless steel bolt and completing concrete rail bed get great social benefit and economic benefit after one year's experiment and are widely used in some coke plant.
     针对熄焦车轨道的工况 ,采用无缝焊接长轨 ,预埋不锈钢螺栓 ,整体混凝土道床 ,彻底解决了这一难题。 经过一年多的使用 ,效果良好 ,并迅速在安钢 5号、6号焦炉、邯钢、太钢焦化厂及山西一些专业焦化厂得到推广应用 ,效果良好的社会效益和经济效益
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  相似匹配句对
     concrete;
     混凝土;
短句来源
     The Whole Structure Optimation Design of Concrete Filled-steel Tube (CFST)
     钢管混凝土整体结构优化设计
短句来源
     Study on the integrated dynamic characteristics of a concrete gravity dam
     混凝土重力坝整体动力特性研究
短句来源
     Analysis of concrete crack
     混凝土的裂缝分析
短句来源
     On Entirety Enterprise Planning
     整体企划
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  monolithic concrete
Light monolithic concrete for insulating the roofs of glass furnaces
      
Deformation of rocks is modeled with allowance for their creep, brittle and plastic failure in the vicinity of an unlined shaft under interaction between a monolithic concrete support and inhomogeneous enclosing massif.
      
At the time of service, monolithic concrete floor is affected by a long-term loading.
      
It can, however, be constructed in less time than the monolithic concrete pill-box of same size.
      
In 1993, she won the Turner Prize for a monolithic concrete cast of a house.
      
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  integral concrete
Curbing design shall be integral concrete curb and gutter section.
      


Two sluicing tunnel outlets have been added during the first reconstruction of the porject. Based on the geological and topographic conditions of the dam site, the tunnels of pressure open channel type are located in left bank, curved in plan, full lined with rainforced concrete, with net cross section 9×12m and mean velocity of 18—20m/s. The intake is composed of an approaching tunnel and a gate shaft. The outlet of the tunnel are followed by an open channel expanding in one side and equiped with an inclined...

Two sluicing tunnel outlets have been added during the first reconstruction of the porject. Based on the geological and topographic conditions of the dam site, the tunnels of pressure open channel type are located in left bank, curved in plan, full lined with rainforced concrete, with net cross section 9×12m and mean velocity of 18—20m/s. The intake is composed of an approaching tunnel and a gate shaft. The outlet of the tunnel are followed by an open channel expanding in one side and equiped with an inclined bucket. The operation for past 20 years has proved the design reasonable and provided a successful experienec for construction of big discharging structures on sediment laden rivers.

三门峡水库两条泄流排沙洞是枢纽第一次改建时增建的。根据已成工程和地形地质条件,隧洞以压力洞与明流洞相结合,呈曲线型式布置于河流左岸,整体混凝土衬砌,明流洞最大过水断面为9×12m,洞内平均流速18~20m/s,进水口由隧洞式入口段和闸门竖井组成,出口设置单侧扩散的斜、扭鼻坎。经二十多年的运行实践表明,隧洞的设计是合理的,给在多沙河流上修建大型泄水隧洞提供了经验。

The property of bond between new and old concrete is the critical problem in the repair and reinforcement projects of concrete structure. The shear property of the interface between the new and old concrete plays a crucial role in common work of two part concrete. By comparison this paper takes three year old concrete to cast a series of Z shape new old concrete bonding specimens and integral concrete compared specimens. By shear testing investigation, the influencing laws of different interfacial agents...

The property of bond between new and old concrete is the critical problem in the repair and reinforcement projects of concrete structure. The shear property of the interface between the new and old concrete plays a crucial role in common work of two part concrete. By comparison this paper takes three year old concrete to cast a series of Z shape new old concrete bonding specimens and integral concrete compared specimens. By shear testing investigation, the influencing laws of different interfacial agents on new old concrete bonding shear property are obtained and the double factors variance analysis is presented.

在混凝土结构的修补和加固工程中 ,新老混凝土的粘结性能是最为关键的问题。而新老混凝土粘结面的抗剪切性能在两部分混凝土共同受力中起着极为重要的作用。采用 3年龄期的老混凝土 ,通过比较 ,浇制了一批Z形新老混凝土粘结试件和整体混凝土伴随试件。通过剪切试验研究 ,得出了不同界面剂对新老混凝土粘结剪切性能的影响规律 ,并进行了双因素方差分析。

It is the critical problem in reinforcement projects of concrete structure that the property of bond between new and old concrete is good or bad.The shear property of interface between new and old concrete is one of the most important indexes to evaluate bonding property.This research takes three-year-old concrete to cast a serial of Z shape new-old concrete bonding specimens and integral concrete compared specimens.By shear testing investigation,the influencing regulations of different new concrete strength...

It is the critical problem in reinforcement projects of concrete structure that the property of bond between new and old concrete is good or bad.The shear property of interface between new and old concrete is one of the most important indexes to evaluate bonding property.This research takes three-year-old concrete to cast a serial of Z shape new-old concrete bonding specimens and integral concrete compared specimens.By shear testing investigation,the influencing regulations of different new concrete strength and different interface roughness on new-old concrete bonding shear property are obtained,and the double factors variance analysis is presented.

新老混凝土粘结面的抗剪切性能是衡量粘结性能的最为重要的指标之一。采用 3年龄期的老混凝土 ,浇制了一批Z形新老混凝土粘结剪切试件和整体混凝土伴随剪切试件。通过试验研究 ,得出了不同强度的新混凝土和不同界面粗糙度对新老混凝土粘结剪切性能的影响规律 ,并利用双因素方差分析方法进行了进一步的论证

 
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