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span roof相关的网络例句

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与 span roof 相关的网络例句 [注:此内容来源于网络,仅供参考]

So far,a limited number of research papers are related to dynamic response of long-span flexible roofs.Gymnasium roof is a special topic of long-span flexible roof structures,a-nd it is important to study on wind load and gust loading factor in the field of engineering and research.

目前国内外对大跨度柔性屋盖的风振响应研究很少,本文研究的体育馆屋盖结构的风荷载及风振系数作为大跨度柔性屋盖结构的一个专题,具有重要的工程应用价值和学术研究意义。

The cast-in-place reinforced concrete spatial core beamless roof is one kind of new beamless roof system, it is self-possessed lightly, the span is big, after is continues the belt capital of column the beamless roof, the plate beamless roof, the dense rib beamless roof, complies with the time to the beamless roof system request new beamless roof system, at present already entered the use in some engineering project upthrow, has obtained the good economic efficiency and the social efficiency.

现浇钢筋混凝土空心板无梁楼盖是一种新型的无梁楼盖体系,它自重轻,跨度大,是继带柱帽的无梁楼盖、平板无梁楼盖、密肋无梁楼盖之后,顺应了时代对无梁楼盖体系要求的新型无梁楼盖体系,目前已经在一些工程项目上投入使用,取得了良好的经济效益和社会效益。

The company offers large-span arch beamless color plate roof installation and construction, the use of color steel imports Shanghai Baosteel, the largest single-span of up to 36 meters.

本公司提供大跨度无梁拱型彩色钢板屋顶安装及施工,采用上海宝钢进口彩色钢板,最大单跨度可达36米。

Summary of the geographical and climatic conditions constrained mainly in greenhouse Structural optimization design of the status quo, such as the span, chiropractors, lighting roof angle, the light roof shape, After the wall structure and roof structures for different areas in greenhouse construction provide reference information.

综述了地域和气候约束条件下日光温室主要结构优化设计的研究现状,如跨度、脊高、采光屋面角、采光屋面形状、墙体结构和后屋面结构等,为不同地区日光温室建造提供参考信息。

This paper presented the relationships between roof shapes and form coefficient under wind loads, drainage and corresponding loads caused by rain. The paper also discussed the relationship between roof shape and roof structural height and span and the relationship between roof shape and connection styles. These relationships will influence both safety and price of roof structure.

阐述了屋面形状与风载体型系数、屋面排水及相应雨水荷载的关系问题,讨论了屋面结构形式与屋面跨度和厚度的关系问题、屋面形状与钢结构节点形式的关系问题,这些问题对大型场馆钢结构屋面的安全性、经济性均有显著影响。

The indoor experiment of mechanical parameters of rock is performed to provide a series of mechanical parameters of rock-mass needed in numerical simulation of abandoned stope disposal.(3) The minimal roof span, the minimal cantilever roof span and roof cutting depth are studied by the 3D non-linearity FEM code ANSYS.

开展了室内岩石力学参数试验,提出了数值模拟研究所需要的岩体力学参数;(3)应用三维ANSYS有限元程序研究了顶板极限跨度、悬臂状态下的顶板极限跨度和切顶深度。

Architectural area of Guangzhou International Conference and Exhibition is about 400 000m 2, span of concrete floor is 30m×30m,and span of steel roof is 126 6m.

广州国际会议展览中心建筑面积达 40万m2 ,混凝土楼面跨度为 3 0m× 3 0m ,钢屋盖跨度达 1 2 6 6m ,建筑面积及跨度均为国内同类建筑之最,在结构设计中融合了多种新技术。

According to the characteristics of large span structure design, such as big diffrence of collumn force, large span and spacious roof, week linkness of different parts and large displacement of bearing, spacil structure methods such as different types of concrete pile with different length, suitable joint and bearing are adopted to achieve the economical and safe demand

提要]针对西北农林科技大学体育馆类大跨度空旷建筑结构的设计特点,如柱底内力差别很大、上部结构空旷、各部分之间的连接较弱、屋盖结构跨度大、支座位移大等,采取差异化的桩型和桩长,适当分缝,合理配置支座等有效的结构措施,达到既安全可靠、又经济性好的目的。

It is important to reduce the span of the hard roof to avoid its impact load on supports. However, at longwall top coal caving face, the periodical weight of roof is a main factor that crushes the top coal, which is beneficial to the top coal recovery. How to use the roof pressure safely is of crucial importance in top coal caving. Based on field monitoring, theoretical analysis of strata movement, the numerical model of compound structure of hard roof stepped cantilever and the top coal cantilever beam is built, and the parameters of the model are also determined. The elasto-plastic finite element method is used to analyze the effect of hard coal fracture under the abutment pressure of hard roof, and the cracking coefficient is defined according to the stress state of the element.

通过对岩层移动的现场观测,建立了&两硬&条件综放采场台阶悬臂—悬臂梁组合的煤岩组合结构力学模型,并以此煤岩结构为基础,建立&两硬&条件综放采场顶煤压裂的有限元数值模型,分析了坚硬顶板不同来压步距对坚硬顶煤的压裂效应,并确定了合理的支架阻力,从而对坚硬顶板进行有效的控制,消除坚硬项板对采场的冲击隐患,同时保证采场矿压对坚硬顶煤的有效压裂,达到提高顶煤回收率之目的,由此形成了坚硬顶煤、坚硬顶板条件下综放采场围岩控制的基本理论和方法。

The top coal fracture is described distinctly under the condition of different roof span and mining technology parameters. Through orthogonal experiment of numerical simulation, the rational pretreatment span of hard roof is determined, and the rational working resistance of support is selected also. As a result: the hard roof is effectively controlled not only to protect the working face but also to promote the caving of hard top coal to increase the recovery ratio.

在有效控制坚硬顶板的基础上,利用数值模拟正交试验法,研究了采高、采放比、支架阻力、放煤步距等工艺参数对顶煤压裂效果的影响规律,从而对工作面工艺参数进行优化;并根据实验所得放煤方式对块体顶煤的适应性规律,选择&两硬&综放面的放煤工艺,从而形成了系统、完善的&两硬&条件综放工艺。

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