矿渣混凝土英语怎么说及英文翻译

❶ 轻集料混凝土是什么它的英文是什么

【中文词条】轻集料混凝土
【外文词条】lightweight aggregate concrete
用轻集料配制成的、容重不大於1900公斤/米的轻混凝土，也称多孔集料轻混凝土。
轻集料混凝土按轻集料的种类分为：天然轻集料混凝土。如浮石混凝土、火山渣混凝土和多孔凝灰岩混凝土等。人造轻集料混凝土。如黏土陶粒混凝土、页岩陶粒混凝土以及膨胀珍珠岩混凝土和用有机轻集料制成的混凝土等。工业废料轻集料混凝土。如煤渣混凝土、粉煤灰陶粒混凝土和膨胀矿渣珠混凝土等。
按细集料种类分为：全轻混凝土。采用轻砂做细集料的轻集料混凝土。砂轻混凝土。部分或全部采用普通砂作细集料的轻集料混凝土。
按其用途分为：保温轻集料混凝土。其容重小於800公斤/米,抗压强度小於5.0兆帕,主要用於保温的围护结构和热工构筑物。结构保温轻集料混凝土。其容重为800～1400公斤/米,抗压强度为5.0～20.0兆帕,主要用於配筋和不配筋的围护结构。结构轻集料混凝土。其容重为1400～1900公斤/米，抗压强度为15.0～50.0兆帕，主要用於承重的构件、预应力构件或构筑物。
轻集料混凝土具有自重轻、保温隔热和耐火性能好等特点。结构轻集料混凝土的抗压强度最高可达70兆帕，与同标号的普通混凝土相比，可减轻自重20～30％以上，结构保温轻集料混凝土是一种保温性能良好的墙体材料，其热导率为0.233～0.523瓦/(米‧开),仅为普通混凝土的12～33％。轻集料混凝土的变形性能良好，弹性模量较低。在一般情况下，收缩和徐变也较大。轻集料混凝土的弹性模量与其容重和强度成正比。容重越小、强度越低，弹性模量也越低。与同标号的普通混凝土相比，轻集料混凝土的弹性模量约低25～65％。
轻集料混凝土大量应用於工业与民用建筑及其他工程，可收到减轻结构自重；提高结构的抗震性能；节约材料用量；提高构件运输和吊装效率；减少地基荷载及改善建筑功能(保温隔热和耐火等)等效益。因此，在20世纪60～70年代，轻集料混凝土的生产和应用技术发展较快，主要向轻质、高强的方向发展，大量应用於高层、大跨度结构和围护结构，特别是大量用於制作墙体用的小型空心砌块。中国从50年代开始研制轻集料及轻集料混凝土，主要用於工业与民用建筑的大型外墙板和小型空心砌块，少量用於高层和桥梁建筑的承重结构和热工构筑物。
参考书目
中国建筑科学研究院混凝土研究所等译：《国外轻骨料混凝土应用》，中国建筑工业出版社，北京，1982。

❷ 关于混凝土的英文翻译

AC骨料，预湿润
AC骨料是不是轻集料？

❸ 喷射混凝土英语翻译

在混凝土喷射过程是投射或“射击”在有压力的情况下使用一个馈线或“枪”到一个表面形态结构的形状,包括墙壁、地板、屋顶。表面可木材、钢材、聚苯乙烯、或其他任何表面,具体可投射。表面可以trowelled光滑而具体的仍然是湿的。
福利
喷射混凝土具有强度高、经久耐用、低渗、优秀的债券和无限的形状的可能性。这些属性允许喷射混凝土用于多数情况下作为结构材料。虽然硬化特性类似传统喷射混凝土衬砌混凝土,大自然的布局过程提供了额外的好处,包括良好的债券与底和即时或快速的能力,尤其是在复杂的表格或形状。此外,建造房屋,喷也可以被用来建造水池。
方法的应用
所有配料组合-潮湿,包括水、彻底混合和引入交货的设备。湿物料输送到喷嘴哪里压缩空气提供高速度的放置和整合的资料上接收到的表面。
干混- Pre-blended干燥或潮湿物料进入发货设备。压缩空气通过软管传达出材料的高速度喷嘴,水是补充。物质是在接受表面巩固的不利影响的速度。

❹ 混凝土英文

The ties for the anchored bulkhead shown in Figure 9-16 are located four feet from the top of the
sheetpiling and are spaced at fifteen feet centers. The end of the tie is secured to two anchor piles raked as indicated. The active earth pressure may be assumed equivalent to a fluid pressure of 30 pounds per square foot per foot and passive pressure may be assumed equivalent to a fluid pressure of 400 pounds per square foot per foot.
For the depth of penetration indicated, calculate the value of the total active pressure on the back of the wall, the value of the total passive pressure on the front of the wall, and the moment of all forces about the tie point. Determine the forces in the tie, the maximum shear and the maximum moment in the wall, and the forces in the compression and tension anchor piles.

The fill behind the retaining wall in Figure 9-17 has a unit weight of 110 pounds per cubic foot with an equivalent fluid pressure of 30 pounds per square foot per foot. Passive earth pressure may be assumed equivalent to a fluid pressure of 300 pounds per square foot per foot and the coefficient of friction at the underside of the base is 0.4. All concrete has a compressive strength of 3000 pounds per square inch and reinforcement consists of Grade 60 deformed bars. Neglecting the effects of the shear key, determine the factor of safety against overturning and the bearing pressure distribution under the base. Using factored loading, determine the reinforcement, calculate the minimum depth of the shear key to provide a factor of friction of1.5 against sliding.
The mass concrete gravity dam shown in Figure 9-18 is 20 feet high. Determine the minimum base width if no tensile stresses are allowed in the concrete and the water level is at the top of the dam wall.
Details of a counterfort retaining wall are shown in Figure 9-19. The fill behind the wall has an equivalent fluid pressure of 40 pounds per square inch and reinforcement consists of Grade 60 determined bars. Determine the horizontal reinforcement required at the base of the stem in the front and earth faces, the reinforcement required at the base of the counterforts.
Determine the required penetration of the sheetpile retaining wall shown in Figure 9-20 if active earth pressure may be assumed equivalent to a fluid pressure of 35 pounds per square foot per foot and passive pressure may be assumed equivalent to a fluid pressure of 450 pounds per square foot per foot. Calculate the force in the tie and the location and magnitude of the maximum shear and the maximum moment in the shestpiling.

翻译：由于对土木工程方面没有研究，所以很多专业术语是靠GOOLE差找和个人猜测，可能会不尽准确，甚至有所错误，但是本着学习的态度，我还是很认真地翻译了。我猜测，这可能是某本英文版建筑教材后面的习题吧？所以我用了习题的语气做的翻译。望对你有所帮助。

图9-16所示的防水隔层定点的联结点位于板桩顶部4英尺处，且以15英尺为间隔居中隔开。联结点的末端被两个锚杆斜拉以保证安全。
设松软土层的主动压力等同于30磅每平方英尺每英尺的液压，被动压力等同于400磅每平方英尺每英尺的液压。
在必要灌注深度的条件下，求墙体背面主动压力总值，墙体正面被动压力总值，以及所有连接点的扭矩力。测定联结处所受的力，墙体的最大抗减承载力，最大瞬间扭矩力，和锚杆的压拉力。

图9-17所示的挡土墙后填充物单位重量为110磅每立方英尺，具有约等于30磅每平方英尺每英尺的液压的压力。设被动土压约等于300磅每平方英尺每英尺的液压以及底部摩擦系数为0.4；所有混凝土抗压强度为3000磅每立方英寸并且由级别60的不规则钢筋加固；忽略剪切键。
求底部填充物的抗破坏及承压安全系数。 用你所计算的系数，求加固强度，计算在抗滑动摩擦系数为1.5情况下，剪切键的最小深度。

图9-18所示的的混凝土浇筑拱坝的高为20英尺。假设混凝土中不允许出现拉力、且水位高度刚好在大坝顶部，求其底宽的最小值。

图9-19中给出了拱柱型挡土墙的具体数值，墙后填充物具有约等于40磅每平方英尺每英尺的液压的压力，且由级别60的不规则钢筋加固。求正面茎干底部以和地面水平加固要求、以及拱柱底部加固要求。

求图9-20所示的板桩挡土墙的必要灌注深度。假设其中：主动土压约等于35磅每平方英尺每英尺的液压、被动压力约等于450磅每平方英尺每英尺的液压。计算板桩最大剪切和最小剪切情况下，接点处受的力，以及接点位置和数量

❺ 专业英语翻译（混凝土、机械方面）

参考一下吧，手工翻译。
Walking devices
The walking devices are composed by the driving wheel and the driven wheel. The electromotor of the driving wheel is a frequency conversion one which drives the whole machine including the driven wheel. The wheel devices and hydraulic lifting devices connected, adjusting the height of lifting devices can be adjusted to the concrete lining layer thickness.
Hydraulic lifting devices
The lifting devices whose arms connect with the framework mole through high-strength bolts, use hydraulic agencies to achieve movements. The main function of lifting devices is regulation of the lining thickness and making up for the error caused by the height Difference or the canal error.

❻ 用英语说混凝土怎么说

混凝土 [hùn níng tǔ]
基本翻译
concrete

钢材
基本翻译
steels

❼ 预拌混凝土英文怎么写

预拌混凝土
翻译成英文是：ready-mixed concrete
ready-mixed
concrete

[词典]

预拌混凝土;

[例句]Establishment
and
management
of
stand-by
mix
proportions
for ready-mixed concrete Mix
pancake
mix
with
other seasonings.
预拌混凝土备用配合比的建立与管理把面团和回其它的调答味料搅拌混合起来。
也可以翻译为：premixed
concrete
premixed
concrete

[词典]

预拌混凝土;

[例句]There are a lot of factors which influence premixed concrete quality bothin technique and management.
影响预拌混凝土质量的因素有很多，既有技术上的因素，也有管理上的因素。

❽ 帮我翻译一段文章！英语高手看这边！急用！明天中午之前要！！！

At present, the 掺 in the concrete matches to anticipate the category numerous, in the concrete various 掺 that regards various instry 渣 body as the lord of a great deal of usage and anticipate, solved the recovery of the body of 渣 to make use of at the time of promoting concrete turned toward high performance, rece the dosage of the cement, make concrete and environments moderated more.
This experiment is at with the alkali stir up for experiment the terrace.With reply the 掺 powder ash from stove and the lithium 渣s, the 硅 ash etc. the 渣 body, replace parts of mineral 渣s, rece the mineral 渣 comparison within the alkali mineral 渣 concrete, and carry on changing sex to the alkali mineral 渣 .Study two dollars and the diverse compound 渣 body to stir up the function in the concrete in the alkali.
The lithium 渣 stirs up in the alkali the function in the concrete is to rise to strengthen and certain the degree increases the function of 塑 .The powder ash from stove did not strengthen the result, but increase the 塑 and remove the alkali to stir up the be suffused with of the 渣 body concrete surface frost result obvious.
The alkali stirs up the alkali mineral the 渣 concrete that the mineral 渣 system have is an activity that makes use of the chemistry method to stir up the mineral 渣 well, be the gum knot material of the concrete to act for the cement with it, the cement function that make to have is very superior with it, rable good, the usage period is long.
Because of already full exploitation of the mineral 渣 , other instries of other instries 渣 body 渣 system has the alkali of the compound 渣 body to stir up the concrete also will proce by all means good of economic performance.

❾ 清水混凝土英文怎么翻译，要专业词汇，不是机械翻译

Liquid Concrete
我以前也遇到过这个词的翻译