橫隔板 的英文怎麼說
中文拼音 [hénggébǎn]
橫隔板
英文
cross baffle-
This test method is not intended for use in testing corrugated boxboard, liner board, or hardboards that tend to cut the thin rubber diaphragm
這個試驗方法不用於試驗割成薄的橡膠橫隔膜的瓦楞盒紙板，墊板或硬紙板。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。Some parapets fell, and unanchored roof diaphragms punched out wall sections, but collapse was uncommon.
一些女兒墻掉地，未錨住的屋面橫隔板沖出墻外，但倒塌卻不常見。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。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。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 inadequate roof diaphragm, the building swayed violently in the earthquake.
由於屋面橫隔板的不合理，建築物在地震時搖晃得很厲害。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。So the systemic analysis of diaphragms is very important
因此對橫隔板進行系統全面的分析就顯得尤為重要。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In this paper, the distortion of thin - walled bar with rectangle cross section is examined individually and the effect of diaphragm density on distortion is analyzed
本文採用工程實踐常用的荷載分解法對矩形截面薄壁桿件的畸變進行分析，研究橫隔板間距對畸變效應的影響。There for the designs of diaphragms in the structures mostly depend on engineers ’ experience, then lead to the diaphragm ’ s stiffness and section are bigger, that make the waste of material too much and the design maybe not adv isible
實際工程設計中主要是依靠經驗，所以橫隔板的剛度、截面都比較大，耗材比較多，既浪費材料，也不一定合理。In the conventional steel structure, the column of architecture structure is made of welding box column. it has a great of operation capacity of welding and the inner diaphragm plate construction is difficult, which is adverse to industrialization of mass production
在傳統鋼結構中，建築用結構柱一般為四塊鋼板焊接的箱形柱，加工工作量大，內置橫隔板施工困難，不利於工廠化批量生產。It is concluded that a certain amount of diaphragm will reduce the distortion effect greatly, but on the other hand, even with a fairly great density of diaphragm, such as the ratio of diaphragm span to the greatest dimension of the cross section is as small as 1. 25, the distortion effect ca n ' t be neglected compared with the effect of rigid torsion
通過研究得到初步結論：設置一定數量的橫隔板可以大幅度地減小薄壁桿件的畸變效應；另一方面，盡管橫隔板設置到比較大的密度（橫隔板間距與截面最大尺寸之比為1 . 25 ） ，與剛性扭轉效應相比，畸變效應仍不能忽略。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