樁基建築物 的英文怎麼說

中文拼音 [zhuāngjījiànwù]
樁基建築物 英文
open pile structure
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 建 : Ⅰ動詞1 （建築） build; construct; erect 2 （建立; 設立; 成立） establish; set up; found 3 （提出;...
  • 築 : 築名詞（貴陽的別稱） another name for guiyang
  • 物 : 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...
  1. In coast and offshore engineering, the safety of the structures whose superstructures located in the splash zone such as piled wharves, shore trestles, oil drilling platforms, etc, have great relation to wave slamming

    在海岸和近海工程中，近海採油平臺、樁基碼頭和海上棧橋等上部結構位於浪濺區的建築物的安全與波浪沖擊作用關系極大。
  2. So the topic for farther discussion will be developed on the ground of soil - foundation - structure interactions, and em phasizes particularly on the investigation for dynamic effects on interaction of pile - supported structures subjected to lateral seismic load at layered - soil media. it will provide engineering application with practical and concise computational method, but also provides the aseismatic design for pile - supported structures with proper theory foundations and schemes to some extent on condition that definite codes are absent at present. the full article is divided into six chapters, as follows : 1

    本論文工作將圍繞地基-基礎-上部結構共同作用這一課題作進一步探討，側重於水平地震作用下層狀地基土中的樁基-建築物的動力相互作用的研究，為實踐應用提供了適合於工程目的的、比較簡捷的實用計算方法，亦擬為沒有明確規范指導的樁（土）基礎-結構抗震設計提供一定的理論依據和設計建議。
  3. Abstract : a certain hall is demaged by water. lime pile and high compress forcing pulp are used to reinforce fhe settled foundation

    文摘:某禮堂綜合樓受浸水損壞，採用生石灰樁及高壓水泥注漿綜合法加固建築物沉陷部分地基，獲得成功。
  4. According to the development of the society and economy, pile foundations have played more and more important effects in the development of modern civil engineering. at present, pile foundations in the offshore petroleum platforms, super high - rise buildings and long span bridges, should not only bear vertical loads but also accept horizontal loads to adapt high, heave, large buildings

    目前我國海洋石油平臺、超高層建築、大跨度橋梁等中所使用的樁基礎不僅能承受巨大的豎向荷載，而且能承受較大的水平荷載，以適應現代建築物高、重、大的要求。
  5. Ring beam may control the top displacement of piles validly. it has affect on keeping buildings stabling around foundation pit

    圈樑可以有效地控制樁頂位移，可以起到維持基坑周圍建築物穩定的作用。
  6. The piles, especially the quality of huge piles play a very important role in the safety of the whole construction. therefore, in order to keep the safety of people ' s life and property, the quality of the piles should be strictly controlled

    而樁基礎，特別是大型樁基的質量直接關繫到整個建築物的安危，所以為確保人民生命和財產的安全，必須嚴格控制樁基的質量。
  7. Numerical simulation is carried under different conditions, including ( a ) the different distance between deep foundation excavations and the adjacent structures ; ( b ) different supports are used, such as cantilever piles, row piles with one - layer grouted soil anchor, row piles with two - layer grouted soil anchor, row piles with three - layer grouted soil anchor and soil nailings etc. this paper reveal the law of adjacent structures and bracing structures displacements and surrounding soil settlements. anchor and soil nailing ' s impact on the displacements of adjacent structures is analyzed then. further more, we find the law of displacements of bracing structures, surrounding soil settlements, differential settlement and absolute settlements of adjacent structures that may appear in the process of excavation by steps

    模擬分析了近鄰建築物在不同距離的條件下，懸臂支護、一層錨桿與排樁聯合支護、兩層錨桿與排樁聯合支護、三層錨桿與排樁聯合支護、土釘支護等幾種支護情況下的深基坑開挖過程，對深基坑工程開挖過程中近鄰建築物的變形、支護結構變形以及基坑外地層沉降的發展變化規律進行了分析總結；對錨桿和土釘支護對建築物變形的影響作了詳細地分析，找到了一些基坑開挖過程中基坑支護結構變形、周圍地層沉降、近臨建築不均勻沉降及絕對沉降的發展變化規律，得到了一些對深基坑工程設計和施工有工程實際意義的結論。
  8. So the methods of design and computing about limit condition of bearing capacity is still adopted in present criterion. under the precondition of meeting the demand of construction ' s using function, the main content that is researched in this article is how to make the scheme of mixed soil - cement piles composite ground on the safe side economical and reasonable, according to the rule of the design for deformation control the article, which is based on formers " theory and practice, combining with the example of engineering, utilizing the tool of matlab. 5. 0, using optimizing by plural modality method, makes a primary discussion on the design parameter of the scheme for mixed soil - cement piles composite ground, according to the rule of the design for settlement controlment method

    在現行規范中仍然採用的是承載力極限狀態設計計算方法。在滿足建築物使用功能要求的前提下，如何按照變形控制設計的原則，使得水泥土攪拌樁復合地基方案更加安全可靠、經濟合理，是本文研究的主要內容。本文在總結前人的理論和實踐成果的基礎上，結合工程實例，利用matlab . 5 . 0工具，採用復形調優法，按沉降控制設計原則，對水泥土攪拌樁復合地基方案設計參數的優化進行了初步的探討，得出了一些有益的結論，對工程實踐具有一定的指導意義。
  9. According to the characteristics of foundation pit and adjacent building and surrounding circumstance, some reasonable measures are given to protect the safety of adjacent building based on displacement control, such as prestressed anchor for limitation to lateral displacement of foundation pit, as well as root pile for foundation underpinning of adjacent building to increase its stiffness

    摘要根據基坑開挖、場地地質條件和鄰近建築物的特點，基於變形控制的考慮，採用預應力錨桿限制基坑側向變形，通過微型樁對鄰近建築物基礎進行預托換加固增強其抵抗變形能力，保證工程順利完工和周圍建築的安全使用。
  10. Sheet piles is often used for excavation protection in costal areas of china. one pile with three usages means sheet piles are used to support loads from superstructures and to sustain lateral soil pressure for the basement besides working as retaining structures during excavation

    「一樁三用」是指圍護排樁除了在基坑開挖中作為擋土結構之外，也作為建築物工程樁承擔上部結構荷載同時還作為地下室外墻抗側壓力結構體系的一部分。
  11. By the example analysis of soft - soil groundwork disposal using powder - spraying pile, it is shown that the powder - spraying pile can make good effect in soft - soil foundation disposal if their advantages can be exploited, make perfect design by accurate geological reconnaissance reports, and control construction quality

    摘要通過噴粉樁處理軟土地基的工程實例及其效果分析，說明噴粉樁在低層建築物的軟土地基處理中，只要揚長避短，依靠準確的地質勘探報告做出合理的設計，並加強施工質量控制，就能發揮出它的優勢效果。
  12. Jet grouting is a foundation treatment method that a high - velocity grout, which is forced under high pressure out of a nozzle, cuts into the soil to form a cylindrical soil - cement solidification, and with the result of that the bearing capacity of the foundation is enhanced and the settlement and the differential settlement are reduced. this process is widely used in constructional engineering, highway bridge, coal mine and railway bed

    旋噴注漿法可在地層深處將水泥漿液等以高壓旋轉沖切土體，形成水泥土圓柱加固體，構成旋噴樁復合地基，以達到加固地基，提高承載力和減少建築物的沉降和不均勻沉降的目的，在我國建築工程、公路橋梁、煤礦和鐵路路基等建設工程中應用極為廣泛。
  13. The related problems design of pile foundation of construction, in the filling soil field with slope on natural slope, were been analyzed. the theory formula were been put and successfully applied to the pile foundation conputation and design of the bank house in the new town. it may be used to design for pile foundation in similar field and foundation of construction

    根據填土場地的實際情況，首先對山區斜坡上的鎮土邊坡邊緣附近，建築物樁基礎設計計算的有關問題進行了分析，建立了相關的計算式，然後以某水電站庫區移民新集鎮信用社綜合樓樁基礎設計計算為例，闡述了其應用效果。
  14. Further more, the computer code pdss is used to analyze the consolidation process of composite ground with cement - mixed columns under one teaching building and under one laboratory building, respectively, and the principle of the developments of excess pore water pressure in these composite ground and of the settlement is revealed. finally, the fem results are compared with the ones obtained from traditional method and field observation, and the feasibility of using pdss to calculate the settlement of composite ground with cement - mixed colu mns after construction of building is discussed

    進而運用pdss程序對一教學樓和一實驗綜合樓的水泥攪拌樁復合地基的固結過程進行了較完整的數值計算，分析了該類復合地基中超靜孔壓和基底沉降的發展規律，並通過與規范法計算值和現場實測數據的比較，討論了採用pdss程序計算建築物下水泥攪拌樁復合地基沉降和工后沉降的可行性。
  15. Pile and raft take the load of buildings together. it possesses good whole, high vertical capacity, small settlement of foundation and well performance of balancing differential settlements. it could bear large wind or seismic induced horizon load, and could have large capacity of resisting inclination

    樁筏基礎同時具有樁基礎和筏板基礎的優點，樁一筏共同承擔建築物的荷載，它具有整體性好、豎向承載力高、基礎沉降小、調節不均勻沉降能力強的優點，同時可以承受風荷載或地震荷載引起的巨大水平力，抗傾覆能力強。
  16. Fourth, the paper study the serum material and prescription of by chamber experiment, study the construct process and key technic parameter by locale simulation test, and study the dispose effect, applicability stratum range and operation mechanism in foundation reinforce by studying practicality project, the paper still study the test of reinforce effect about present building foundation and disfigurement stake of technique of composite grouting

    第四，本文通過室內實驗對復合注漿漿液材料和配方進行研究；通過現場模擬試驗對復合注漿的施工工藝、關鍵技術參數進行研究；通過對實際工程應用的研究對復合注漿法在地基和基礎加固中的加固處理效果、加固適用地層范圍及加固作用機理進行分析研究。本文還對既有建築物地基及缺陷樁基礎的復合注漿加固效果檢驗進行了研究。
  17. In this thesis, a detailed study is made on the settlement of composite ground with cement - mixed columns after construction of building through theoretical and numerical as well as case analysis and comparisons

    本文通過理論分析、數值計算和工程實例對比，對採用水泥攪拌樁復合地基的建築物的沉降和工后沉降進行了較為詳細的分析和研究。
  18. It has been shown that it is very important to estimate and control the settlement of composite ground with cement - mixed columns after construction of building, and the computer code pdss has provide an effective way for the computation of the settlement of such composite ground

    本文工作表明，對採用水泥攪拌樁復合地基的建築物的工后沉降進行計算和控制是十分重要的。 pdss程序為該類復合地基工后沉降的計算，提供了一條有效的途徑。
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