空心構件 的英文怎麼說
中文拼音 [kōngxīngòujiàn]
空心構件
英文
hollow unit-
In order to solve the problem of engineering roadblock of abnormity wall template design, program alternatives, construction techniques and engineering roadblock, this paper discusses the difficulty of hyperbola template construction on the innovation of traditional simple curve zoom type huge template by combining the three dimensional space hyperbola rinse concrete wall in art performance theater of qingdao art center project construction, provides a method to design and choose heteromorphy component template
摘要為了解決異形墻體模板設計、方案選擇及施工工藝等技術難題,筆者結合青島市藝術中心工程藝術表演劇場三維空間雙曲線清水砼墻施工,在傳統的單曲線可調式大模板的基礎上進行了創新,很好的解決了雙曲線模板施工的技術難點,為異型構件模板的設計、選擇開拓了又一條思路。The capacity of normal section for high - strength concrete members
鋼筋混凝土矩形空心截面偏心受壓構件正截面承載力計算On the other hand, the harmonic and surge current in capacitor banks is restrained so that the capaci - tor is protected by reactor. since this type of reactor has a dry - type air - cored structure, no - core structure without ferromagnetic induc - tion effect, it is provided with the feature of good linearity and low noise, so that the product is convenient for maintenance and ope - ration in all weather
該型電抗器採用乾式空心結構,維護簡單,運行安全,無鐵心,不存在鐵磁飽和,電感值不會隨電流變化而變化,線性度好,噪聲低,適合全天候條件下運行。The results indicate that the ratio of span to rise, the ratio of reinforcement and the stretching controlling stress are the three primary influencing factors to the failure pattern of the slab. in addition, the relationships between the ratio of deflection to span and the ratio of span to rise and the stretching controlling stress submit to linear curves, the relationship between the ratio of deflection to span and the ratio of reinforcement submits to a quadratic parabola curve
運用數值分析程序計算了175組不同跨高比、配筋率、張拉控制應力的中強( 1270mpa )螺旋肋鋼絲預應力空心板,結果表明跨高比、配筋率、張拉控制應力是影響空心板破壞形態的主要因素,且構件撓跨比與跨高比和張拉控制應力呈線性關系,與配筋率呈二次拋物線關系。Metal structures. welded assemblies of circular hollow sections
金屬結構件.圓形空心型材焊接件By low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. lastly, based the data got from the test, this paper analyses and value the seismic behavior of every members
在試驗基礎上,研究了軸心受壓構件的承載力計算和穩定問題;研究了低周反復水平加載條件下,彎剪構件和整體空心墻板的強度、變形、能量特性;軸壓構件的荷載特徵值;彎剪構件和整體空心墻板的滯回曲線、骨架曲線、延性等參數;從強度、變形和能耗等方面判別和鑒定各構件的抗震性能,對各個構件給出了試驗的結論、評價。Centrifuge concrete - filled steel tube is a special kind of composite structure. it is made of a thin - wall steel tube and a centrifugal concrete tube inside
離心鋼管混凝土是一種將混凝土澆灌在鋼管內經離心成型的空心復合構件,它是介於純鋼管和離心混凝土管之間的一種特殊的鋼管混凝土形式。The design architecture is a complex comprehensive subject, which involves architecture, sociology, folklore, psychology, human engineering, structural engineering, architectural physics, architectural materials and so on and also is concerned with furniture display, decorative materials, structures, functions, arts and crafts, greening, gardening, etc., and apply to many subjects knowledge to comprehensively conducts multi - levels parietal environment design. its means is to apply to plane part, spatial structure, perspective, illusion, light technology, reflection and color variety principles and material means making " big " space turn to " small ", while " small " space turn to " big ". and according to design requirements, the spaces are re - divided and composed making it increase visual extension, and add layers through various kinds of material structure changes that make " spacious " is not " blank " while " small " is not " crowded ", creating an anticipant style and atmosphere
建築設計是一門復雜的綜合學科,我們研究的目標及內容它涉及到建築學、社會學、民俗學、心理學、人體工程學、結構工程學、建築物理學以及建築材料學等學科,也涉及到傢具陳設,裝潢材料的結構和性能、工藝美術、綠化、造園藝術等領域,而且是運用多學科的知識,綜合的進行多層次的空間環境設計,其在手法上是利用平面主體和空間構造、透視,錯覺、光影、反射和色彩變化等原理以及物質手段,使大空間變小,小空間變大,按設計構思的要求,將空間重新劃分和組合,使之增加視覺上的擴展延伸,通過各種物質構件組織變化,加添層次,以求大而不感其空,小而不感其塞,創造出預期的格調和建築環境氣氛。Calculation of reinforced concrete member ' s strenght with hollow rectangular section under eccentric compression
鋼筋混凝土矩形空心截面偏心受壓構件強度計算探討When the frame - tube structure is not so strong, the refuge story and facility story and the reasonable horizontal cantilever should be considered to form the high - rise building having rigid strengthened story. the big horizontal cantilever may be between the tube and frame
框架-核心筒結構當抗側力剛度不能滿足設計要求時,可考慮沿豎向利用建築避難層、設備層空間,設置適宜的水平伸臂構件,構成帶剛性加強層的高層建築結構。The reactor is adopted dry - type air - cored structure and its coil is made of high quality naked copper wire. the epoxy bakelite block is used as underlay between coil trays, entire coil is firmed with unmagnetized clamps and the bare metal part of reactor is covered by anti - corrosive material
電抗器為乾式空心簡式結構,線圈用優質裸銅線製作,線盤間墊環氧酚醛布板塊,整個線圈用無磁性夾件緊固,電抗器外露金屬部分有良好的防腐蝕層。Hot finished structural hollow sections of non - alloy and fine grain steels - part 1 : technical delivery conditions ; german version en 10210 - 1 : 2006
非合金結構鋼和細晶結構鋼熱成型空心型件.第1部分:交Mechanically fastened joints of composite materials are mainly components in aircraft structures, which need to be subjected to static loadings and fatigue loadings during working. the prediction of damage failure and fatigue life is one of questions that designers always pay attention to
復合材料連接接頭是復合材料航空結構中的主要部件,在工作過程中,要求能承受一定的靜載荷及疲勞載荷,其損傷失效及疲勞壽命是設計人員關心的問題之一。Speaking in detail, for every specimen, we study the for of the cracking load, yield load and failure load ; the ductility property ; the property of hystersis curvs and keleton - frame curves ; the degree of initial stiffess and stiffness degadation. secondly, the two different suo nlgn use ltslaences , wmcn are ootll shear wsll sttllctlllt , are tab6n as instanop the shear ’ wsi is oin 卜 hot8qopo inww 田 l ! s ot 以 j 口 willo 地 勸 憂 地 epo o odod sqo8qopt solidndls ofr c l w means or0 卜 0nm elemem ana 吹 lsptwtodd ’ mlmwe m 加 柏 mm are d an 邑 以 胡 a ann compcomparen in severm es 叮 wsllcll as scu 一 陽 i 朗 l p 一 ndnd mdede so ess d laterm seimic e anu so on ’ inatty , tiep 訓 頒 oility of hollow shear wal of rc in d suo ra use reslaences s ant l
首先研究在低周反復水平加載試驗下試驗對象的強度、變形和能量的特性:開裂荷載、屈服荷載、破壞荷載;各試件的滯回曲線和骨架曲線;延性情況;初始剛度和剛度退化等參數:進而用satwe有限元程序分析對比了某一小高層剪力墻結構在採用空心剪力墻板和採用普通實心剪力墻作為墻體的結構受力異同點,在質量、主振型、剛度、水平地震效應等方面做了對比。Surface, the easliy wear and tear parts use grinding - resistant material, extruding part use variable cylinder diamethe extruder with compact structuures, transmission gear with hard gear ter detachable pitch, great extruding p0ressure, high vacuum degree, low loading capacity ( electricity - saving more than 25 % than the same product ). it reaches advanced domestic level andcan replace imported items. it is suitable to produce hollow brick with high hole ratio, coal waste rock hollow bricks, shale hollow bricks, prower coal ash hollow - bricks. the extruder won the scienttific and technological progress pride of the lst building material scientific and techniques achievement exhibition in jiangsu province and the golden prize of the mational brick and tile energy - saving lxln achievement
該機結構緊湊、傳動齒輪均系硬齒面,易損件採用耐磨材料、擠出部分採用變缸徑、變螺距、擠出壓力大、真空度高,裝機容量低(比同類產品節電25 % ) ,性能優于進口同類設備,適用生產高孔洞率空心砌塊、煤矸石、頁巖、精煤灰空心磚及各類高摻入量粉煤灰磚和低塑性原料磚,該機在江蘇省首屆建材科技成果展覽會科技進步獎; 94全國磚瓦節能四新成果展覽會金獎,西安國際博覽會金獎。The influences of hollow section ratio on the mechanism of cfdst beams, columns and beam - columns were analyzed. the influences of different loading paths on the bearing capacities of the cfdst beam - columns were also discussed
分析了空心率對軸壓、純彎和壓彎構件力學性能的影響,討論了加載路徑對壓彎構件承載力的影響。Parametric analysis was performed on the influences of bearing capacities of the composite members by fiber element method. the selected parameters were hollow section ratio, steel ratio, strength of the materials, etc. simplified models were derived for the member capacities of the composite beam - columns
用纖維模型法系統地分析了截面含鋼率、空心率、鋼材和混凝土強度等因素對構件承載力的影響,提出了軸壓、純彎和壓彎構件承載力的實用計算方法。The main achievements were summarized in detail as follows : ( 1 ) the cfdst tubular beams, columns and beam - columns with chs outer steel tubes were tested systematically. the main experimental parameters were tube diameter - to - thickness ratio, hollow section ratio, eccentricity and slenderness ratio. ( 2 ) load - deformation relationship curves of cfdst subjected to compression and bending were analyzed by finite element method and fiber element method
本文具體進行了以下幾個方面的工作: ( 1 )分別以徑厚比、空心率、長細比、偏心距等為主要變化參數,較系統地進行了軸壓、純彎和壓彎構件在單調加載下的試驗研究。Metal structures. welded assemblies of circular hollow sections. design and inspection
金屬結構件.圓形空心型材焊接件.設計和檢驗Metal construction. hollow section welded assemblies on type i and h sections. design and verification
金屬結構件.圓形或矩形空心型材i或h型焊接件.設計和檢驗分享友人