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built pile in Chinese

Pronunciation:
How to pronounce "built pile""built pile" in a sentence

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  • 組合樁

Examples

  • Technical specification for building pile foundations
    建筑樁基技術(shù)規(guī)程
  • The factors that cause negative friction are discussed . the mechanism of negative friction and the methods decreasing it are also studied . the neutral point and negative friction are determined according technical code for building pile foundation
    對(duì)單樁負(fù)摩阻力的產(chǎn)生原因、產(chǎn)生機(jī)理、減少負(fù)摩阻力的方法、建筑樁基規(guī)范中負(fù)摩阻力的確定方法、負(fù)摩阻力中性點(diǎn)位置的確定、以及對(duì)荷載傳遞基本微分方程的推導(dǎo)都進(jìn)行了論述。
  • In order to reveal load mechanism and failure mode of thick pile caps , by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina , this paper points out the shortage , which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02 , promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie , which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts , while tension ties are used to model longitudinal reinforcement over pile
    摘要為揭示厚承臺(tái)的傳力機(jī)理和破壞形式,通過(guò)對(duì)4個(gè)1 : 5比例的六樁厚承臺(tái)的模型試驗(yàn)研究與三維非線性有限元adina的后處理研究,指出中國(guó)建筑樁基技術(shù)規(guī)范jgj94 - 94與美國(guó)鋼筋砼房屋建筑規(guī)范aci318 - 02規(guī)范中,承臺(tái)以彎曲強(qiáng)度進(jìn)行配筋計(jì)算的設(shè)計(jì)方法之不足,揭示出厚承臺(tái)的破壞模式是沖切破壞,傳力機(jī)理是以帶有主要單向壓應(yīng)力的砼區(qū)域作斜壓桿,樁頂區(qū)域的縱筋作拉桿的空間桁架。
  • Secondly , this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example , this paper carried out scheme design for this technology , and compared some different kinds of underpinning scheme and node and structure design , and put forward the method of " reinforcce steel bar through column " to build pile cap beam , " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect , and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam , etc . in the process of the consturction scheme research and implement , this paper synthetically elaborated the organizaton for project construction , put forward the construction technical measure of specific aim on the artificial pile , and pile cap beam , and underground adding layer and structure stabilization , and overall structure stabilization and so on . for this project , adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction , use flexible connection catch to make the cage hoisting easier to simplify the construction process , use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation
    本文首先對(duì)于基礎(chǔ)托換與結(jié)構(gòu)加固技術(shù)的目的和意義、國(guó)內(nèi)外發(fā)展?fàn)顩r進(jìn)行了綜合闡述;其次對(duì)該項(xiàng)技術(shù)工程分類及適應(yīng)范圍進(jìn)行了理論上的分析研究;然后結(jié)合工程實(shí)例對(duì)該項(xiàng)技術(shù)進(jìn)行了方案設(shè)計(jì),對(duì)比幾種不同的托換方案和節(jié)點(diǎn)及構(gòu)造設(shè)計(jì),提出了“通筋穿柱法”做承臺(tái)梁, “抗彎抗剪錨筋法”強(qiáng)化柱加固效果, “鋼板箍法”做地基梁鋼筋連接點(diǎn)等多項(xiàng)技術(shù);在施工方案的研究和實(shí)施過(guò)程中,對(duì)于工程施工組織進(jìn)行綜合闡述,并就人工挖孔樁、承臺(tái)梁、地下加層及結(jié)構(gòu)加固、整體結(jié)構(gòu)穩(wěn)定等專項(xiàng)施工方案提出有針對(duì)性的施工技術(shù)措施,人工挖孔樁施工采用鋼筋砼護(hù)壁確保挖孔樁的安全成型,使用柔性連接鉤進(jìn)行鋼筋籠吊裝簡(jiǎn)化施工工序;承臺(tái)梁施工采用梁主筋橫穿柱身化學(xué)膠錨固等;地下加層綜合施工技術(shù)采用土方分層對(duì)稱平衡開(kāi)挖,分段挖土做筏基結(jié)構(gòu)自穩(wěn)等;最后對(duì)于該工程實(shí)施后的效果分析,說(shuō)明該項(xiàng)綜合施工技術(shù)的可行性。

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