1)  range interval distance
布置间距
2)  distance of sprinkler head assignment
喷头布置间距
3)  layout
布置
1.
Research on process layout of the lime stone & gypsum wet flue gas desulphating method;
湿式石灰石-石膏法烟气脱硫工艺布置及占地研究
2.
Research on process layout of the lime stone & gypsum wet flue gas desulphating method(continuation);
湿式石灰石-石膏法烟气脱硫工艺布置及占地研究(续)
3.
Metal works layout and design for Budong HPP;
布东水电站金属结构布置设计
4)  arrangement
布置
1.
The application of arrangement of cutting holes in construction of various classes of surrounding rocks;
掏槽眼布置在隧道各级围岩施工中的应用
2.
Comprehensive Arrangement of Pipelines in Primary Processing Shop of Cigarette Factory;
制丝车间的综合管线布置
3.
Selection and arrangement of XLPE HV cable for Baise Multipurpose Dam Project;
百色水利枢纽XLPE高压电缆的选型及布置
5)  disposal
布置
1.
The instructional idea and fundamentals of design of the aggiornamento architectures of hydropower stations in China nowadays are described;and the design thought of the disposal and fitment assorting with the circumstance outside the station and inside are discussed;the design principle of the harmonious uniformity among the nature and the building and the human are also expounded.
阐述了在当今农村水电站现代化建筑设计的指导思想、基本原则,论述了厂内外布置、装修与内外环境协调的设计理念及追求自然、建筑和人三者之间和谐统一的设计原则。
2.
The characteristics of Caohe river flume,calculation of load inner force and tendon, prestressed check and disposal of tendon in side wall are offered for the same project.
系统地介绍了渡槽结构特点、荷载内力计算、钢铰线数量计算和预压应力复核,以及钢铰线在中、边墙内的布置,为同类工程提供了具体设计实例。
3.
On the principle of dynamic design, according to the actual geological condition, the design for basic consolidation grouting has been optimized,in the construction process,and adjusted on the disposal of grouting holes, the grouting techniques, the constructive methods, etc.
三峡工程坝基固结灌浆设计经历了多阶段的调整和完善,按照动态设计的原则,在现场施工过程中,根据实际揭露的工程地质条件,从灌浆孔布置和灌浆工艺、施工方法等方面,对基础固结灌浆设计进行了优化调整,对坝基出露的主要工程地质问题采取了相应的处理措施。
6)  arrangement of roller system
辊系布置
参考词条
补充资料:板间距
分子式:
CAS号:

性质:又称板间距。板式塔相邻两块塔板之间的距离。塔板间距直接影响塔的高度,并对适宜气速的确定发生重要影响。塔板间距的大小与塔的处理能力、操作弹性、塔板效率和塔径大小密切相关。对塔板数较多或安装在室内的塔,可考虑采用较小的塔板间距,适当增大塔径而降低塔高,若塔板数不多,则塔板间距较大而塔径较小的塔比较经济。当塔内各段负荷不同时,可考虑各板采用不同的塔板间距。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。