building column 中文意思是什麼
building column
解釋
建築物支柱-
On the basis of expound the theory of building exterior - protected construction energy consumption and the gene of influence the building energy, set up mathematics model, this article discuss the mechanism of dispelling the heat of the buildings " thermal bridge and the complication that influence it, and then synthetic analysis and calculate the influence range of building thermal bridge in exterior - protected construction column thermal bridge to the building outer wall get the conclusion that when the construction column can satisfy the building stress - area, in bulgy construction column dispel less heating than out bulgy construction column. but if the pole stuck out more than 100mm, in bulgy or out bulgy make no difference
本文在闡述建築圍護結構耗熱原理以及影響建築能耗因子的基礎上，採用數值模擬方法，探討了建築熱橋傳熱的基本機理和影響建築熱橋傳熱的因素，進而對建築熱橋在圍護結構傳熱中的影響范圍進行了綜合分析和計算，研究了構造柱熱橋型式對建築外墻能耗的影響，得出了構造柱在滿足建築受力面積要求的情況下，內凸構造柱較外凸構造柱略能減少散熱量的結論，但是凸出過大（ 100mm ）無論內凸還是外凸對建築耗熱都沒有大的差別。 -
What is structural area points to form a building to bearing system, the area that the component part place such as mound of the wall of each component, column, wall and partition occupies disjunctive plane
什麼是結構面積指構成房屋承重系統，分隔平面各組成部分的墻、柱、墻墩以及隔斷等構件所佔的面積。 -
Structural area of the residence is to point to form a building to bearing coefficient, the area that the component part place such as mound of the wall of each component, column, wall and partition occupies disjunctive plane
住宅的結構面積是指構成房屋承重系數，分隔平面各組成部分的墻、柱、墻墩以及隔斷等構件所佔的面積。 -
Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account
依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。 -
For meeting the related nantional standards and avoiding demolishment of the building, the underpinning and strengthening methods are used, with which the loads of center column are underpined by the diagonal steel strut and the cross - sectional areas of side pillar are strengthened, both ends of shear wall are chiseled in turn and then concrete is poured again
通過採用斜向鋼支撐荷載轉移法實現對中柱的托換，採用剪力墻兩端分批鑿除后再澆搗實現對剪力墻的托換，採用增加截面法對邊柱進行加固，使建築物經托換和加固后能滿足國家有關規范的要求。 -
In addition square design 12 the heavenly stems the twelve earthly branches column in the sun, ancient the heavenly stems for timing tool the twelve earthly branches, implied meaning to represent time, i hope, can with theme of sand at the i, echo each other, the building in the middle of the sun square is set as the round, hope it has by the look of on the plane figure been a stereoscopic round, and cover the ground and adopt the magnificent style that publicize, to reflect the enthusiasm of day is publicized, in addition the section of dim light of night represented by moonlight restaurant, i plan to have light more, can let people can fully experience the soft light makes the dim light of night pleasantly
此外在太陽廣場設計了12根天干地支柱，古代天干地支為計時工具，代表時間的寓意，我希望能和我時之砂的主題，相互呼應，太陽廣場中間的建築物設為圓形，希望從平面圖上看來是個立體的圓，而鋪地採用華麗張揚的風格，來體現日的熱情張揚，此外以月光餐廳為代表的夜色段，我打算多設燈光，能讓人能充分感受到柔和燈光下夜色迷人。 -
Present thermal bridge influence area to the building out exterior - protected construction. for the construction column thermal bridge, the influence area increase 100mm along the thermal bridge. the position of maximum heat - flux is between the thermal bridge and the outer wall
給出了熱橋對建築外圍護結構的影響區域，對于構造柱熱橋其影響范圍為熱橋邊沿向外100mm ，熱流量最大的位置在於熱橋與外墻交界處。 -
The garden is divided into different landscaped areas and there are relics such as the yamen building, stone tablets, a cannon and column bases
園內劃分為多個景區，保存了現今難得一見的衙門建築、石匾、大炮、柱基、碑刻等。 -
The node that articu - lates designs beam column, can bear larger step in curved rules, the curved distance of sus - pension column is little, suits the building on soft land base
樑柱鉸接的節點設計，能承受更大的跨中彎矩，柱腳彎距小，適合於軟土地基上的建築物。 -
The pagoda comprises a vihara for keeping a large collection of buddhist scriptures and the court of the jade buddha. on each side of the main entrance of the pagoda, there is a 20 - metre column carved with a giant gold - plated dragon, making the building especially imposing
寶殿上端設有藏經閣、玉佛閣、再加上正門入口有兩條二十米高的巨龍柱分立左右，龍身更嵌上金色麟片，金光閃耀，栩栩如生，更顯寺院的莊嚴氣勢。 -
Each netizen expert, the building that i live is 8 buildings, 1, 2 buildings are office business place, first floor place belongs to an unit to add floor, bearing in first floor aluminium is worn into travel burrow on column bridge, answer construct an office room, most lower level serves as a garage, and the earthy layer that also dug 1 meter toward subterranean reopen, is this excuse me influential to our building
各位網友專家，我所居住的樓房為8層建築， 1 、 2樓為辦公營業場所，一樓所屬單位為了增加樓層，便在一樓承重柱樑上進行打洞穿鋼精，答建一層辦公場所，最下層作為車庫，而且也往地下再開挖了1米的土層，請問這對我們的建築物有影響嗎？ -
Aseismic technical specification for multi - storey masonry building with reinforced concrete tie column
設置鋼筋混凝土構造柱多層磚房抗震技術規程 -
With the development of our society, more and more long span and large column - grid frame is to be applied in house building, public building and factory building
隨著社會的不斷進步，越來越多的住宅建築、公共建築、工業廠房中要求使用大跨度、大柱網結構體系。 -
Prestressed concrete slab - column structure has been widely used in long - span and multistory building. there are four commonly used analysis methods for slab - column structure, which are direct design method, equivalent frame method, plasticity method and finite element method
預應力混凝土板柱結構在大開間的多層及高層建築中得到了廣泛的應用，其設計方法有直接設計法、等代框架法、塑性分析法和有限元法等多種方法。 -
According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ), furthermore, based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads, the interacting behavior of the r. c frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r. c frame column are compared, the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory
因此，為了探討這類剪力墻結構的抗震性能，本文以我國現行《建築抗震設計規范》 （ gb50011 - 2001 ）的要求為基礎，通過1 15的縮尺比，將一縱向框架一剪力墻原型結構中的剪力墻結構模擬為一個試驗模型並對其進行了偽靜力加載試驗，研究了墻板與邊框柱的共同工作性能，分析了帶邊框柱中高剪力墻的受力特點、破壞及耗能機理，並從承載力、剛度、變形、延性及恢復力特性等方面綜合評價了其抗震性能，得出了一些有益的設計理念和方法。 -
The seismic behavior of longitudinal middling - high r. c shear wall with frame column is discussed through model experimentations and finite element methods in this paper, after taking frame - shear wall structure of a main factory building of the large capacity power plant as experimentative prototype. the major work as follow : in order to appliance pseudo static test, the longitudinal middling - high r. c shear wall with frame column in the large capacity power plant ' s main factory building has been simulated to a model structure with 1 / 15 reduced - scale. the contents of study are process of cracking, course of damage, skeleton curve, rigidity degradation, ductility characteristic etc. that the seismic behavior of this kind of middling - high r. c shear wall is excellent has been proved by chubby hysteretic curve and fine capacity of energy dissipation
本文以某大型火電廠主廠房縱向框架一剪力墻結構為原型，通過模型試驗和有限元分析，研究了縱向帶邊框柱中高剪力墻結構的抗震性能問題，主要內容有：選用1 15縮尺比把某大型火電廠主廠房縱向帶邊框柱剪力墻原型結構模擬為一個模型結構，並進行了偽靜力試驗，研究了這類縱向帶邊框柱中高剪力墻結構的開裂與破壞過程、骨架曲線、剛度退化、延性性能等問題，試驗滯回曲線飽滿，消能能力強，說明此類中高剪力墻的抗震性能較好。 -
Controlled blasting demolition of i - column assembly arrangement construction building
字柱裝配式排架結構廠房控爆拆除 -
This text has counted the electric wave propagation path loss of street in one kind of typical rule range urban area, and reaches calculations data fairly with the measured data in the document. then calculate and analyze electric wave propagation ’ s characteristic in urban area. finally give an electric wave propagation prediction application example of column building model
本文最後計算了一種典型的規則排列得城市環境中街道得電波傳播路徑損耗，並與文獻中得實測及計算數據進行了比較，然後進一步對矩形、圓柱型建築物城市小區電波傳播進行了分析計算。 -
As for the improvement of ductility of masonry structure and the aseismatic performance of building, several factors were discussed, which consisted of the layout of building plane and building elevation, the building level number and height, the layout of vertical wall and cross wall, thus enhancing the intensity of mortar, ring beam, constructional column and the placement of horizontal reinforcing steel bar
從建築平面和立面的布局、房屋的層數和高度、縱墻和橫墻的布置、提高砂漿強度、圈樑和構造柱以及水平鋼筋的放置等多個方面來進行探討，從而改善砌體結構延性，提高房屋的抗震性能。 -
In column 2, nsc and dsc denotes nominated sub - contract arrangement and domestic sub - contract arrangement respectively for the associated building services works
第二欄內的nsc及dsc分別指由指定分包商及承建商自選的分包商進行有關的屋宇裝備工程。
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