構築物面積 的英文怎麼說

中文拼音 [gòumiàn]
構築物面積 英文
area of structure
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : 築名詞(貴陽的別稱) another name for guiyang
  • : 名詞1 (東西) thing; matter; object 2 (指自己以外的人或與己相對的環境) other people; the outsi...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • : Ⅰ動詞(積累) amass; store up; accumulate Ⅱ形容詞(長時間積累下來的) long standing; long pending...
  • 構築 : construct (millitary works); build
  • 面積 : [數學] area
  1. We research the causes of concrete cracking, develop the high performance anti - cracking additive, optimize the concrete mix and construction techniques, increase the stability of concrete volume by shrinkage compensation, enhance splitting tensile strength, and can meet demand of high workability of fresh concrete. in the study, a thorough investigation of this problem is made from all points of view, with the aid of various modern measurement & testing technology and different theories & methods in surface physical chemistry, structural chemistry, solid - state chemistry, composite materials, fracture mechanics, etc. our research results have shown that the various shrinkage of concrete cause concrete cracking in building engineering, such as autogenous shrinkage, dry shrinkage, temperature shrinkage, plastic shrinkage, carbonized shrinkage, etc

    目前,解決混凝土開裂的方法是綜合的,我們調查研究了混凝土開裂的原因,開發研製了高性能抗裂外加劑,優化混凝土的設計和施工方法,並通過補償收縮達到混凝土體穩定,提高抗裂強度,滿足混凝土拌和高工作性能的要求。本研究採用多種測試技術,應用表理化學、結化學、固體化學、復合材料學、斷裂力學等多學科的理論與方法,從不同的角度進行深入的研究和探討。通過調查研究建工程中出現的混凝土開裂、滲漏問題,發現混凝土在非荷載作用下開裂主要是由混凝土的自收縮、乾燥收縮、溫度收縮、塑性收縮、碳化收縮等各種收縮變形引起的。
  2. The thermal crack problem of the mass concrete is very complicated, and correlative with structure, building material, construction, rock, circumstance, and so on. now, in the construction field, the research on the mass concrete used during hydraulic construction is more frequent than the others, white the research on the comparatively small mass concrete used in the normal buildings is not deep enough and comprehensive, the covering area in the related codes are limited and narrow. many problems in construction practice have to be solved by the experience, rather than by theory. this phenomenon leads to much unnecessary waste of labor, material and financial resources, also the quality is unsatisfactory

    建設領域目前對水工建中所使用的大體混凝土(巨型混凝土結)研究較多,而對普通建中所使用的體相對要小很多的大體混凝土(相當于中體混凝土)的研究卻還不夠深入、全,相關的規范條文覆蓋還不夠完善,對很多工程實踐中的問題只能依靠經驗處理,缺乏適當的理論依據,這使得在工程實踐中造成許多不必要的人力、力、財力的浪費,大體混凝土施工質量控制的結果也不很理想。
  3. Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

    基於上述研究,得出的主要結論有:建震害預測是一個模糊的、系統的、復雜的問題,現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據,有其自身的優缺點和一定的適用范圍;應針對不同的建條件、場地條件、地震強度和已有經驗等,採用不同的預測方法進行建震害預測,以使預測結果達到預期的精確性、可靠性和可操作性;建立了漳州市區7類建在6度9度地震作用下的震害矩陣,成為指導抗震防災的重要依據,各類結的震害情況表現為: 6度地震作用下各類建基本完好; 7度地震作用下除鋼筋混凝土結基本完好外其餘以建輕微破壞為主; 8度地震作用下鋼筋混凝土結仍以基本完好為主而其餘建以中等破壞為主; 9度地震作用下鋼筋混凝土結以輕微破壞為主,單層工業廠房和空曠房屋以中等破壞為主,其餘建以嚴重破壞為主;建的震害預測結果體現了未來地震來臨時的震害程度,在編制漳州市區抗震防災規劃時,對于遭遇50年超越概率10的地震影響發生中等以上破壞的建應考慮進行抗震鑒定和加固;由建的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分,重慶大學碩士學位論文中文摘要其主要與建、結類型、地震烈度和各類建的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度方向遞增,漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度( 7度)時,漳州市區直接經濟損失約4 . 5億元,無家可歸人員約40000人,且以磚木結和多層磚混結的震害損失最大;地震造成的人員傷亡主要與建倒塌及嚴重破壞的程度和總以及震時的建室內人數密切相關,地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總以及城市人均居住密切相關。
  4. The park area locates at within the scope of north downtown magistracy, a development for protecting settling municipal downtown northeast, deep superhighway baoding city in city leading the way south side, western region nearby 107 country a run by private capital for, with new school in north university in river area with foreign language in the second senior high school oppositely, is gold to promote the business enterprise image district, the park s area for having completing primitive backlog combining beginning having scales getting two times starting a business building best terrace

    園區坐落在北市區轄區范圍內,地處保定市市區東北部,京深高速公路保定引路南側,西部臨近107國道,與河北大學新校區和第二外國語高中相對,是提升企業形象的黃金地段,該園區為所有完成了原始累並初具規模的民營企業得二次創業了最佳的發展平臺。商業方:北市區轄區內的東風商貿廣場家樂超市美超市環西摩托車城保北醫藥批發市場,河北汽貿等市場形成了北市區的商業格局。
  5. Facilities and trade service are the two essential parts to each world trade center. wtccz is composed of hundred - meter twin towers and annex. the area of construction is 135, 000 ?

    理設施和貿易服務成每一個世貿中心缺一不可的兩項要素。常州世貿中心由兩幢百米雙子樓及裙房組成,總建13 . 5萬平方米。
  6. The project of general hospital has construction area of 21054 square metre, there are 1 store under the ground and 12 stores above, the engineering is the frame structure with 49 meters high. this project honor the state construction engeneering lu ban award

    總醫院門診樓工程:建21054平方米,框架結,地下1層,地上12層,建總高度49米,地下6米,本工程榮獲國家建工程魯班獎
  7. Meanwhile, in 3d - scene, some functions of spatial analysis and interactive operations have been realized. and, a testing application system of 3dcm is developed, which includes tin model construction, the creation of contour, spatial coordinate query, section - cutting, measuring distance and area, 3d visualization and operation about topography and building etc. the purpose of developing testing system is to demonstrate the correctness of 3dcm based on the visualization. finally, the result of the testing and 3dgis research direction is put forward to investigate generally

    另外,在三維模型的可視化場景中,實現了一些3dgis的交互操作和空間分析功能,結合論文的目標,開發了一個實驗系統,對三維城市的建模方法進行了論證,實現了dem模型的快速建及等高線的追蹤和地圖分幅,實現了三維城市模型的可視化,在可視化的基礎上實現了部分空間交互操作和空間分析,如:空間坐標查詢、斷切割、距離和量算、建屬性查詢、三維動態漫遊等。
  8. The study solves engineering problem as follows : ( 1 ) the systematic study on the historical course of xigeda strata deposit and geologic environment includes strata, lithologic characters and constitution et in the liangshan and panzhihua region. the results show that the xichang - panzhihua express way is controlled by the anninghe fault and the xigeda fault, the earthquake frequently happen in the region of pass, the different sedimentation number is more great, they effect the road building, safety in operation and structure belong road ( 2 ) because in some place the xigeda strata is foundation and roadbed, the study on the basic properties of the xigeda strata include density, moisture content plastic and liquid limit graduation. the results show that the xigeda strata is deposition in lake, the main component is mudstone and sandstone, the fine particle is main, it has some viscosity, the moisture content of mudstone is different the it of sandstone, the other property are likeness. the xigeda strata has no dilatation on total, some claystone have low and medium dilatation ; ( 3 ) the study on the basic properties of xigeda filler include the composition of matter the biggest standard dry density, the optimum moisture content the results show that xigeda filler can use as road material, it is well grade filler and admixture filler on essence, its compaction index should change in different place because the property is controlled by mudstone and sandstone that change is great in different place ; ( 4 ) the study on the xigeda filler craft used as express way roadbed, includes suitable thickness, compaction numbers and methods and equipment choice et

    公路沿線廣泛分佈有昔格達地層,昔格達地層能否用作高速公路路基填料,國內沒有先例,本論文就是結合導師的科研項目,在非典期間,現場長達5個月的工作,完成了從試驗、現場施工工藝到路堤分層沉降監測等工作,是對生產實際,認識昔格達地層的性質和其作為地基、路基和填料應用中臨的問題進行的研究。主要的研究內容有:對攀西地區地層巖性、造等地質環境和昔格達地層的沉歷史過程作了系統的分析,研究表明西攀高速公路主要受安寧河斷裂和昔格達斷裂影響,通過地區地震活動頻繁,差異沉降較大,對公路建設、安全運行和沿線設計有較大影響;由於昔格達地層在有些路段作為地基、有些作為路基,對其基本性質進行了研究:包括天然密度、含水量、塑液限、顆粒級配等指標的試驗研究。研究成果表明:昔格達地層為湖相沉,主要為砂巖和泥巖,它以細粒組為主,同時粘粒的存在,使其具有一定粘性。
  9. Archsd also takes a proactive stance in communicating with the public including the media, professional journals, students, organisations and events. press conferences as well as interviews are frequently conducted to share our knowledge and experience related to environmental protection and site safety

    署抱極態度與公眾溝通,接觸范圍包括傳媒、專業刊、學生、機等,亦不時舉行新聞發布會及接受訪問,分享環保及工地安全方的知識和經驗。
  10. Regarding pi1 - 2 oil bearing group in the polymer flooding well pattern in the north part of the north section in lamodian oil field, as the target pay zone, this paper has firstly drawn the sedimentary microfacies maps of each time unit by means of the principle of architecture - element analysis and correlation method of sand member in fluvial - delta depositional system. lt gives a sound geological foundation for classification of plane flow unit. at the same time, this paper has classified vertical flow unit

    首先,本文以喇嘛甸油田北北塊聚合驅井網葡i1 - 2砂巖組為研究目的層,應用儲層建解剖的知識和河流-三角洲相油層對比方法,繪制了各沉單元的沉相帶圖,為平流動單元的劃分提供了地質基礎,同時,劃分了垂向流動單元。
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