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concrete相关的网络例句

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与 concrete 相关的网络例句 [注:此内容来源于网络,仅供参考]

The pseudo-static test which subjects to horizontal load on the A-type autoclaved aerated concrete block wall was adopted. Reinforced concrete beams were set up at the upper and lower ends of the test block, and the four-bar linkage device was provided to ensure that the top of the wall was only in translatory motion, not in rotation at the level force. Hydraulic synchronous loading device was adopted to simulate the vertical load which was produced by the wall of the housing interlayer.

对A类蒸压加气混凝土砌块墙体采用水平荷载作用下的伪静力试验,试件的上下两端设置了钢筋混凝土梁,通过四连杆装置保证墙体顶部在水平力作用下只有平动而无转动,并采用同步液压加载装置模拟房屋层间墙体作用的竖向荷载。

Concrete shall be deposited by carefully placing concrete in its final position by means of tremie.

用漏斗管仔细地将混凝土浇注到它的最终位置。

Finally,the concrete is placed around the reinforced by tremie and the "slurry"is displaced as the concrete rises to fill the trench.

该例中的施工行为有可能发生在过去,但这种方法仍为人们使用,所以四句话均用一般现在时。

In the whole procedure of concrete casting it is essential that the tremie is for at least 1.5m, up to 5m, beneath the concrete surface to prevent the slurry runs into the tremie.

在整个砼浇筑时间内,导管口应埋入先前浇筑的混凝土内至少1.5m,防止泥浆冲入管内,但不得大于5m。

Finally,the concrete is placed around the reinforced by tremie and the "slurry"is displaced as the concrete rises to fill the trench.

但个别时候,为了便于说明某一事件的发展背景,也可采用过去时或现在完成时。

Finally,the concrete is placed around the reinforced by tremie and the "slurry"is displaced as the concrete rises to fill the trench.

但个别时候,为了便于说明某一事件的发展背景,也可采用过去时或现在完成时。比如

To avoid the rebar cage uplifts, the speed of concrete casting should be lowered down when the concrete is cast to about 1m under the rebar cage's bottom; when the casting progresses to 4m above the bottom of the rebar cage the tremie should be lifted up to ensure it's bottom is 2m above the rebar cage's one, and then the normal casting speed can be resumed.

为防止钢筋骨架上浮,当灌注砼顶面距钢筋骨架底面1m左右时,应降低砼灌注速度,当砼上升至钢筋骨架底面4m以上时,提升导管,使其底口高于骨架底部2m以上,即可恢复正常砼灌注速度。

Because the top of concrete platform of the carbide furnace has big spans and it carries a heavy load,the scheme of the strengthening concrete with trifurcate beam is used in the structure.

电石炉本体上部钢筋混凝土平台因承受的荷载大、工艺要求的跨度大,采用了劲性混凝土三叉梁的方案,文章针对这一新型结构形式的施工,从方案选择、钢筋接头设置、钢结构制作、灌浆和安装,以及钢纤维混凝土等主要方面进行了介绍。

The subject of investigation in the paper could make up the deficiency of the reseach on joints for high strength concrete-filled steel tubar column- Variable width reinforced concrete beam and supported the reference for researchers and designers in the field.

论文的研究结果可以在一定程度上补充完善了钢管高强混凝土节点的研究方面的不足,为相关研究和设计人员提供参考。

While for the time being the research on joints for high strength concrete-filled steel tubar column-Variable width reinforced concrete beam is preliminary. Based on nonlinear elasto-plastic theory and finite element method analyse, mechanical performance for the joints was studied.

而目前对于钢管高强混凝土柱—变宽度钢筋混凝土梁节点的研究工作尚不完善,因此,本文在非线性弹塑性理论分析的基础上,对该节点的力学性能进行研究。

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