钢筋混凝土的
- 与 钢筋混凝土的 相关的网络例句 [注:此内容来源于网络,仅供参考]
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Compared with reinforced concrete floor, steel deck possess the advantage of thin wall, light in mass, but owing to smallness of damp, weakness of dissipation of energy, comfort possibly dissatisfies applicability required. Therefore, this paper first calculates and analyses dynamic property of new style steel deck; according to single footfall curve, ascertaining hominine walking excitation; utilizing time-history analytical method, calculating peak acceleration response of floor slab under excitation, and analyzing peak acceleration response proceeding from different board stride, different damping ratio as well as different profile.
相对于钢筋混凝土楼板而言,虽然钢承板具有壁薄、质轻的优势,但由于阻尼小、耗能差,其舒适度可能会不满足适用性的要求,为此本文首先计算和分析了新型钢承板的动力特性;根据单步落足曲线确定了人的行走激励;利用时程分析法,计算了楼板在行走激励下的最大加速度响应,并对不同板跨、不同阻尼比以及不同板型下的最大加速度响应进行了分析,结果表明这三种因素,尤其阻尼比和板型对于加速度响应的影响较大。
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Although all the codes note that the angel range between strut and tie has significant influence on the designing and checking result, and corresponding specifications of angle between strut and tie have been made, yet none of the specifications relate such factors as the ratio of web reinforcement, stirrup yield strength and the compress strength of concrete, etc.
虽然各规范都认识到拉、压杆之间的夹角取值对设计和验算结果的影响,并对此做了相应的规定,但都没有明确地将腹板的配筋率,腹板钢筋的屈服强度和混凝土的极限抗压强度等因素联系起来,因此有必要对此做进一步深入的研究。
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To liberation, the two piers cracks have occurred, endangering the bridge itself, has had to limit heavy vehicles crossing the bridge, speed limits, limit the number. 1954, the local spent six months repaired the crack of the pier, in the original steel trusses on the level of amputation and a curved shape of the upper limbs, using reinforced concrete bridge deck boards, so that the bridge deck beam into a combination of vertical and horizontal beams, Increase the carrying capacity of 20 tons of cars can have full. 1981, the upper reaches of the Yellow River Bridge has withstood the test of catastrophic flood, safe and sound.
到解放时,两个桥墩已发生裂缝,危及大桥本身,不得不对过桥车辆限重、限速、限数。1954年,当地用了半年时间修好了开裂的桥墩,在原来钢桁架的水平肢上加了一根弯曲形的上肢,桥面改用钢筋混凝土板,使桥面的纵横梁变为组合梁,提高了承载能力,20吨重的汽车可以畅行无阻。1981年,大桥经受了黄河上游特大洪水的考验,安然无恙。
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The arch bending on the top of the original main arch ring corresponds to every arch rib and the bottom beam on its landscape orientation. As a result it becomes a down arc frame similar to slab-and-beam floor system. On the arch bending and bottom beam just established, standing pillar, main beam, horizontal rib beam and bridge front-panel would be built subsequently. Both ends of the main beam would then be put off the new hat beam made of reinforced concrete. Now, it becomes an upper slab-and-beam floor system. Two decks will be joined together on the middle of the bridge, which forms the ability of spanning and loading.
在原主拱圈拱肋相应位置处增设拱伏,横向增设底梁,形成一个下层弧形的类似肋梁楼盖的结构;在已浇筑好的拱伏与底梁上,继续现浇立柱、主梁和横向肋梁、桥面板,主梁的两端搁置在桥台处新增加的钢筋混凝土台帽梁上,形成一个上层肋梁楼盖结构,并且上下两层楼盖在桥梁跨中互为渗透结合成一个牢固的整体,共同完成了跨越和承载的能力。
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In this design, we have the total construction layout, such as from basic to the main, from the column and beam to the floor, masonry; another breakdown of the process, such as the support beam template, the Bangzha steel, concrete pouring, Also joined the safety management, construction and other projects of civilization, so that our construction design more comprehensive, concrete, to facilitate construction.
在本设计中,我们有总的施工布置,如从基础到主体,从柱、梁到楼板、砌体;又有分项的工艺流程,如梁模板的支撑、钢筋的绑扎,混凝土的浇筑,还加入了安全管理、文明施工等项目,使我们的施工组织设计更加全面、具体、便于施工。
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Anti-earthquake research is done on various type of flat metallurgical buildings of reinforced concrete,the affecting factors are analyzed such as: working space,shift and twist,column shape,roof rigidity,side-way stress resistance of gable and longitudinal wall and so on,the adjusting index for space effect and twist influence in flat truss calculation proposed.
针对各种类型的钢筋混凝土单层冶金厂房进行抗震研究,考虑到厂房的空间工作、平移和扭转、柱子形式、屋盖刚度、山墙和纵墙的抗侧力作用等因素,提出了平面排架计算的空间作用和扭转影响的调整系数。
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Analyzing the relationships among the initial yielding point, significant yielding point, ultimate point and other key point in parameterless pushover curves, considering the seismic design level, the parameterless pushover curves are transformed to general pushover curves. Then the general pushover curves are converted to a spectral capacity curves for building, that is, a plot of spectral acceleration versus spectral displacement, using the simplified nonlinear static analysis method to estimate the seismic vulnerability of multistory brick structure and multistory and high rise reinforced concrete.
分析了无量纲坐标描述的推倒曲线中初始屈服点、明显屈服点及极限点等关键点之间的关系,考虑建筑物地震设防水准,将无量纲坐标描述的推倒曲线还原为以侧力及其位移描述的推倒曲线,进而将其转换为以谱加速度及谱位移表示的承载能力曲线,采用简化结构静力非线性分析方法,估计我国多层砖房及缺乏震害经验的多、高层钢筋混凝土框架结构房屋的地震易损性。
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While many theories concerning damage forecasting were put foreword, a different model of damage forecasting based on fuzzy probability will be presented in this paper. And it is reasonable to describe a variable like weight coefficient with fuzzy theory. In the end, the validity of the model is demonstrated well in the applications of one-storied brick bent frame column factories, one-storied reinforced concrete column factories, multistory masonry buildings.
国内外不少专家学者或研究单位先后提出了各种震害预测方法,本文在此基础上,利用模糊理论,提出了模糊概率的震害预测模型,其模型能够把两类不确定性(一类是随机上的,另一类是模糊上的)有机结合起来,而且对于权重这样一个充满着模糊性的变量,用模糊语言来处理是非常合理的;并应用于对单层砖排架柱厂房、单层钢筋混凝土柱厂房以及多层砖房的震害预测,实践证明此方法是比较精确的。
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The crack that see much of most in several residence is that a layer maneuver a wall to hand over to connect place to have the stairs form the crack creation;Hand over to connect place or beam bottom and wall body to have the level crack the creation in the house noodles and the wall body;There is Shu under the first floor window sill toward the crack creation, the window sill of each floor two wall window way outside the layer four Cape existence inclined crack;Small scaled and hollow carve in the reinforced concrete pillar and the Mao a piece of fill a wall of mutually knot existence the Shu is to the crack;It is carve a piece periphery a creation crack.
随着国家保护耕地措施的实施,粘土砖的使用逐步得到控制,砼小型空心砌块在住宅工程中开始得到越来越多的应用期刊文章分类查询,尽在期刊图书馆在多层住宅中最常看到的裂缝是顶层纵横墙交接处有阶梯形裂缝产生;在屋面与墙体交接处或梁底与墙体间有水平裂缝产生;在底层窗台下有竖向裂缝产生,各个楼层的窗台两角和顶层外墙窗口四角处有斜裂缝存在;在钢筋混凝土柱和砼小型空心砌块填充墙的相结处有竖向裂缝存在;在砌块周边产生裂缝。
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The crack that see much of most in several residence is that a layer maneuver a wall to hand over to connect place to have the stairs form the crack creation;Hand over to connect place or beam bottom and wall body to have the level crack the creation in the house noodles and the wall body;There is Shu under the first floor window sill toward the crack creation, the window sill of each floor two wall window way outside the layer four Cape existence inclined crack;Small scaled and hollow carve in the reinforced concrete pillar and the Mao a piece of fill a wall of mutually knot existence the Shu is to the crack;It is carve a piece periphery a creation crack.
随着国家保护耕地措施的实施,粘土砖的使用逐步得到控制,砼小型空心砌块在住宅工程中开始得到越来越多的应用在多层住宅中最常看到的裂缝是顶层纵横墙交接处有阶梯形裂缝产生;在屋面与墙体交接处或梁底与墙体间有水平裂缝产生;在底层窗台下有竖向裂缝产生,各个楼层的窗台两角和顶层外墙窗口四角处有斜裂缝存在;在钢筋混凝土柱和砼小型空心砌块填充墙的相结处有竖向裂缝存在;在砌块周边产生裂缝。
- 推荐网络例句
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It has been put forward that there exists single Ball point and double Ball points on the symmetrical connecting-rod curves of equilateral mechanisms.
从鲍尔点的形成原理出发,分析对称连杆曲线上鲍尔点的产生条件,提出等边机构的对称连杆曲线上有单鲍尔点和双鲍尔点。
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The factory affiliated to the Group primarily manufactures multiple-purpose pincers, baking kits, knives, scissors, kitchenware, gardening tools and beauty care kits as well as other hardware tools, the annual production value of which reaches US$ 30 million dollars.
集团所属工厂主要生产多用钳、烤具、刀具、剪刀、厨具、花园工具、美容套等五金产品,年生产总值3000万美元,产品价廉物美、选料上乘、质量保证,深受国内外客户的青睐
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The eˉtiology of hemospermia is complicate,but almost of hemospermia are benign.
血精的原因很,以良性病变为主。