橫隔梁 的英文怎麼說
中文拼音 [hénggéliáng]
橫隔梁
英文
diaphragm-
The study of influence of the crossbeam and corner prop on shear - lag in the thin - wall curve box beams
橫隔板及角隅承托對薄壁曲線箱形梁剪力滯影響的研究In order to considering the affections of the adjacent zone out of the girdler section, the internal - forces of two end surface which were obtained by the horizontal shaft system analysis are exerted on each model respectively. moreover, the weight, cable force and prestressing forces including girder longitudinal, diaphragm transverse and inclined web vertical directions are considered
考慮到梁段以外附近區域的作用，在其兩端面上施加了由平面桿系結構分析所得的端面內力，另外，索力和預加力（梁縱向、橫隔梁橫向、斜腹板豎向）也施加在相應的位置，分析了箱形主梁在自重、索力和預應力作用下的空間應力效應。These structures were usually skewed with the diaphragms placed perpendicular to the longitudinal girders.
這些結構通常是斜交的，而橫隔板則垂直於縱梁布置。Also, the thesis calculate and analysis the transverse deflection of steel box girder deeply in multiple factors. firstly, the article introduced the calculative methods and theory of local stress and strain of bridge structure. then program software system of finite element method was introduced. after that, the influential factors to the calculatial result and their values were analysed and suggested
本文首先介紹了橋梁結構局部應力應變計算理論和方法，對有限元計算程序進行了介紹，然後分析了縱橫隔板設置、梁高及梁寬變化等因素對鋼箱梁橋面板在恆載作用下的橫向撓度的影響，並將這些計算結果進行對照分析，從而找出了影響橋面板橫向撓度的主要影響因素，並得出了相應的數值可供工程實踐參考。Erection of falsework for in - situ bridge deck construction at viaduct b1
興建中的隔音屏地基興建中的高架橋橫梁With the x-frames projecting into the boxes, the transverse diaphragms were formed.
把這些X框架放進這些箱體，就成了橫隔梁。Diaphragm, design of metal - clad post - frame rectangular buildings
包金屬的柱式框架矩形建築物的結構和橫隔梁With the x - frames projecting into the boxes, the transverse diaphragms were formed
把這些x框架放進這些箱體，就成了橫隔梁。4. the side girders, the deck and the lateral beams of the cable - stayed structure are cast - in - place at one time
4 、金馬大橋在施工過程中採用邊主梁、橫隔梁和橋面板三部分分階段一次現澆。In addition, the main stress at the interface of the bottom flange and inclined web, which located at the interface with the diaphragm, is the largest. so, it should be taken more attention to them in design
另外，橫隔梁與斜腹板及底板交界處的底板及斜腹板區域，其主應力數值最大，設計中應給予重視。Based on the above, the three dimensional stress of the box girder with different dimensions are analyzed. by analyzing the result of above seven working situation, some conclusions are given out. the main tensile stress of in diaphragm is very large
通過對以上七種工況計算結果的分析，認為在雙箱單室箱形主梁中，橫隔梁中產生的主拉應力很大，受力極為不利。Cross slab steering gear was applied to make the external prestressing tendons steer, in order to make the bridge structure stressed state more clear and safe
通過設置橫隔板轉向裝置來適應預應力束轉向，使橋梁結構受力明確、安全。As a result of the complicated analysis of the curved thin - walled box girder, there has little feasible methods to designs the diaphragm ’ s space between
由於曲梁的受力復雜，分析繁瑣，並沒有實際可行的計算方法確定橫隔板的設置間距，在規范中對箱梁沒有明確條文規定。The box - girder has many advantages for example light weights and so on. but in practical projects, there are some problems, for instance, the design of diaphragms
但是在實際工程應用中，有許多具體問題需要進一步研究，例如，鋼箱梁的橫隔板的設計問題Some experts once suspected that the reserve pre - stresses in the lateral beams are not enough. in order to settle this problem, three construction schemes are analyzed comparatively. the results indicate that the pre - stresses in the lateral beam are acceptable and tensioning the reinforcements by two steps is the appropriate method both for the girder and the lateral beam
針對這一問題，本文採用三種施工方案進行對比計算分析，結果表明橫隔梁中的預應力儲備是滿足要求的，而且金馬大橋採用的這種橫隔梁力筋分批張拉的施工順序使該橋邊主梁及橫隔梁的受力都較為合理。Reasons : firstly, sectional dimension is so little that torsional stiffness of single - beam is n ' t enough. secondly, protective layer thickness is too thin to protect concrete reinforced bar and reduce durability. lastly, each main beam is joined by cross girder and the more rigid of cross girder the more entirety of bridge
橋梁局部損壞較嚴重，主要原因是主梁截面尺寸過小、肋板過于薄弱，造成單梁抗扭剛度不足；保護層厚度不夠導致鋼筋外露引起銹蝕，降低了橋梁的耐久性；各主梁採用橫隔梁連接成整體，橫隔梁的剛度越大，橋梁的整體性越好，但調查結果顯示，實際情況中並不能達到理想的整體剛度。Second, change the diaphragm ’ s space between, retain the other thing, analyze the influence of the stress and deformation of box ? girder cross section and the beam web. based on the analysis upwards, the writer studied the rule of the influence of the stress and deformation box ? girder cross section and the beam web with different diaphragm ’ s space between. according to the results of finite element analysis, the writer puts forward some suggestions which will provide some reference for the following design
本文利用ansys有限元分析程序，對指定斷面，不同曲率的曲箱梁，建立完備的有限元模型，分別對二個方面的問題進行了分析:其一，通過對箱梁在有無跨中橫隔板時截面頂板及腹板的變形和應力分佈的對比分析，闡述了設置跨中橫隔板的重要性;其二，在相同工況下，通過改變橫隔板的設置間距，分析對箱梁翼緣及腹板的受力影響。By changing the amount of the diaphragm, the distortion effect under different density of diaphragm is investigated. the diagram of distortion effect to diaphragm density is drawn and the distortion effect is compared with the effect of rigid torsion
通過改變橫隔板設置的數量，考察在不同橫隔板密度下薄壁箱梁的畸變效應，從而得到橫隔板設置密度對畸變效應的影響曲線，並與剛性扭轉效應作了比較。1. after a series of comprehensive testing and structure analysis to various bridges on the guangshe, huning, jinqin, shenshan, jingguang. ln our opinion, the key problems of the railroad bridge are as follows : ( 1 ) bridge construction is not well at the request of the railroad train speed - lift, primarily because of low dynamic property of the horizontal frame ; ( 2 ) the bad liability of the bridges structure, concrete beam ' s horizontal plank coupling form ; the low capacity of some of the bridges
在對廣深、滬寧、京秦、沈山、京廣干線上不同橋梁結構進行的一系列綜合試驗的結果分析后認為，我國鐵路橋梁目前存在的主要問題為：橋梁結構不適應列車提速的要求，主要反映為結構橫向的動力性能較差；橋梁結構的耐久性問題；混凝土梁的橫隔板聯結方式；部分橋梁承載能力不足。Secondly author calculates and analyses normal stress and shear stress of the girder for a assembling post - tensioned concrete skew girder bridge with a span of 40 m due to the actions of the dead load, temperature changes, shrinkage and creep of concrete and live loads, and calculates and analyses normal stress and shear stress of diaphragms due to the actions of the subordinate phase dead load, temperature changes, shrinkage and creep of concrete and live loads
其次重點對跨徑為40m標準設計的裝配式后張預應力混凝土斜梁橋在恆載、溫度變化、混凝土收縮和徐變、活載作用下主梁的正應力、豎向變形和恆載、活載作用下主梁的剪應力進行計算分析。計算分析橫隔板在二期恆載、溫度變化、混凝土收縮、活載作用下的正應力、剪應力。分享友人