underground construction 中文意思是什麼

underground construction 解釋
地下工程
  • underground : adj 1 地（面）下的。2 隱蔽的，秘密的。3 （電影，報刊等）標新立異的，試刊的，試驗性而非正式的。4 ...
  • construction : n 1 建築，結構，構造，架設，鋪設；建設；設計；工程；建築法，構造法，建築物；【戲劇】搭置，布景，...
  1. This paper analyzes the groundwater discharging course using fluidics theory and combining quay structure construction ; sets up the method of fast drainage by the dint of pipeline and blind ditch of fragment stone ; and gives the computational mathematical model for quay drainage and calculation formula for drainage process according to the principle of conservation of mass and underground percolation, which have been applied for quay ' s stability design and calculation

    應用流體力學理論結合碼頭結構建設，分析了地下水排泄過程，藉助管道和碎塊石盲溝建立了港口碼頭快速排水與擋墻基床排水的方法；運用質量守恆定律和地下水滲流原理，建立了港口碼頭排水計算數學模型和排水過程計算公式，並用在了碼頭的穩定設計計算中。
  2. For instance road construction can use the brick that set straw, poriferous pitch more, raise afforest area, at the same time laid underground permeates apparatus, those who increase groundwater superstratum to lie between water layer is osmotic

    比如道路建設可以多採用嵌草磚、多孔瀝青，增加綠化面積，同時鋪設地下滲透裝置，增加地下水上層隔水層的滲透性。
  3. Application of compound foundational underpinning for raft plank foundation with sleeve valve tube grouting in underground construction

    筏板基礎結合袖閥管注漿復合地基綜合托換法在地鐵施工中的應用
  4. Making use of this studies the result, the units of construction are able to paving underground pipe tube in terrane, only add a little amount equipments or drilling tools at now already foundation

    利用本研究成果，施工單位只需在現已的設備基礎上添置少量設備或鉆具即可實現巖層的非開挖鋪管施工。
  5. Natm construction technology and application in underground railway project

    新奧法施工技術及其在地鐵工程中的應用
  6. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  7. After eight years of construction, the banga to banggio ( panchiao ) underground railway replaced the original above - ground railway and made its first run today, in an attempt to revitalize the banga business community and tourism

    施工八冬了后，艋?到板橋耶火車改做地下鐵路了后今阿日開始運作，倘好載卡儕郎客來艋?舊社區交關及去龍山寺燒香。
  8. 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

    本文首先對于基礎托換與結構加固技術的目的和意義、國內外發展狀況進行了綜合闡述；其次對該項技術工程分類及適應范圍進行了理論上的分析研究；然後結合工程實例對該項技術進行了方案設計，對比幾種不同的托換方案和節點及構造設計，提出了「通筋穿柱法」做承臺梁， 「抗彎抗剪錨筋法」強化柱加固效果， 「鋼板箍法」做地基梁鋼筋連接點等多項技術；在施工方案的研究和實施過程中，對于工程施工組織進行綜合闡述，並就人工挖孔樁、承臺梁、地下加層及結構加固、整體結構穩定等專項施工方案提出有針對性的施工技術措施，人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型，使用柔性連接鉤進行鋼筋籠吊裝簡化施工工序；承臺梁施工採用梁主筋橫穿柱身化學膠錨固等；地下加層綜合施工技術採用土方分層對稱平衡開挖，分段挖土做筏基結構自穩等；最後對于該工程實施后的效果分析，說明該項綜合施工技術的可行性。
  9. ( 3 ) by analysis the environmental bearing capacity of emphasis leakage catchment water area, the main factor of limiting the development of the study area is the exploitation of the underground water resource and the population, thus when further constructed, it should not broaden the population scale and should to save the water quantity. dajiangou and beikang are out of the bearing capacity. real estate construction must avoid the two fields

    （ 3 ）分析研究區內重點滲漏區匯水范圍區域的環境承載力，得出限制研究區發展的主導因素就是地下水資源開采量及人口規模，因此研究區進行建設時，不易再擴大人口規模，應盡量節約水資源用量，可引用外水，大澗溝、北康2個匯水區均超出環境承載力，在進行區域開發建設過程中，應盡可能的避開這2個匯水區。
  10. In the moment of the number two subway in wuhan being carried into construction, based on the viewpoint of architecture planning, this paper analyzes and studies the metro transfer station and the circumjacent commercial spaces, taking the metro transfer station and the circumjacent commercial spaces in the jiedaokou as case, if provided the development ideas and strategy of urban integral commercial spaces, which were combined with underground commercial spaces it hopes to provide some referenced value to the domestic developing commerce exploitation in the circumambience of railway transportation

    摘要以武漢地鐵二號線即將實施為契機，基於建築策劃的角度，通過對地鐵換乘站與其周邊商業空間的分析與研究，以街道口地鐵換乘站及周邊商業空間為案例，提出以地下商業空間為聯系帶的城市整體商業空間模式發展思路與策略，希望能給國內正在興起的軌道交通周邊物業的開發提供某些參考價值。
  11. Belt conveyors for underground coalmining - heavy construction

    井下採煤皮帶輸送機.重型支架
  12. As an effective traffic of light rail transit, it has been widely adopted by many large cities over the vorld, and a few cities of china are planning or building the light rail transit in our country, which has characteristic of saving investment, short construction period, high flexibility and low life - cycle costs for the light rail transit which can be constructed underground or high frame in crucial area, which can be suitable for the requirements of large capacity, high speed, safety and punctuality

    輕軌交通便是其中一種有效的交通方式，近幾年來在世界上各國大城市得到迅速發展，我國也有十幾座城市計劃或正在建設輕軌交通。其具有投資少、建設周期短、靈活性強、運行成本低的特點，可在關鍵地段和市中心區採用高架或地下鐵道結構，使其能運量大、速度快、安全、準點。
  13. Due to the job location of underground engineering in city are mostly stand in the centre of city, especially these large city in which the landform are complicated, the population are numerous and surrounding buildings are dense, which make the construction more difficult and the earthquake effect by blast may endanger the safety of surrounding environment in projects

    由於城市地下工程施工地點多在城市中心地帶，特別是一些大城市的中心地區，地形復雜，人口眾多，周圍建（構）築物密集，在實際的爆破工程中，使得施工難度增大，爆破產生的地震效應可能危及周邊環境的安全。
  14. All the results can be utilized by engineers, during the designing and construction. the main conclusions are listed as follows : ( 1 ) based on the shortest line between weak interbed and limit of excavation and the location of point of intersection between limit of excavation, classification of weak interbed distribution is set up, and the distance of distribution is defined ; ( 2 ) according to the strength and deformation equivalent principle, influence zone of weak interbed is introduced, and a new method to simulating the weak interbed with thickness is built ; ( 3 ) some quantificational results on influence of weak interbed respectively at crown, right shoulder and right wall are summarized ; ( 4 ) some quantificational results on influence of weak interbed with the distance between weak interbed and limit of excavation 0. 2d, 0. 5d, l. od are gained ; ( 5 ) some quantificational results on influence of weak interbed in the rock mass with confining coefficient 0. 38, 1. 0, 1. 5, 2. 0, 3. 0 are summed up ; ( 6 ) some quantificational results are summarized on influence of the underground surrounding rock mass stability with weak interbed, in the representational surrounding rock mass graded ii, iii, iv ; ( 7 ) according to the studying results some advices are suggested on designing of underground engineering

    主要結論如下： （ 1 ）以軟弱夾層到開挖輪廓線最短距離和最短距離線與開挖輪廓線的交點位置為指標對軟弱夾層的分佈部進行了分類，並確定了軟弱夾層分佈距離； （ 2 ）根據強度等效和變形等效的原則，引入了軟弱夾層影響帶的概念，建立了模擬軟弱夾層厚度的一種新方法； （ 3 ）總結出了軟弱夾層分佈在拱頂、右拱肩、右邊墻時對地下洞室穩定性影響的量化指標； （ 4 ）分析出了軟弱夾層距開挖輪廓線0 . 2d 、 0 . 5d 、 1 . 0d三種情況對地下洞室穩定性影響的量化指標； （ 5 ）總結出了在不同的側壓力系數（ 0 . 38 、 1 . 0 、 1 . 5 、 2 . 0 、 3 . 0 ）地應力場中軟弱夾層對穩定性影響的量化指標； （ 6 ）得出了在、 、代表性圍巖中軟弱夾層對穩定性影響量化結果； （ 7 ）根據數值試驗成果提出了在有軟弱夾層圍巖中地下洞室設計原則的幾點新內容。
  15. Used to component joint water - proof, building distortion seam, construction seam and metal, concrete etc seam water - proof, for example, tunnel, substructure etc underground seam water - proof construction

    適用於裝配式結構構件砌接縫防水，建築物變形縫、施工縫用和金屬、混凝土等各類預製件的接縫防水，例如：隧道、人防、基礎工程等地下工程的接縫防水。
  16. Jqs1series water - submersible3 - phase asynchronous motors adopt a wet water - filling sealed construction and major used in 8 ”, 10 ” well diameter of deep - well to drive the water submersible pumps to lift underground water for plants, mines agricultural drainage and irrigation as well as for city living water required

    Jqs1系列井用潛水三相異步電動機為濕式充水密封型結構，主要用於8 」 ， 9 」深井中驅動潛水泵提取地下水，為城市工礦企業，農業灌溉和居民生活提供生產和生活用水。
  17. Probing at urban underground construction space shape design

    城市地下建築空間形態設計探討
  18. In this paper, based on upwards problems, the monitoring methods and monitoring systems of blast vibration are stated, and the wansongling tunnel blast engineering is taken as the subject investigated, the influence that the blast vibration by this tunnel digging act on the ground buildings and underground construction were monitored, and a great lot monitoring data were obtained, which established the practical base for this paper

    基於以上問題，本文簡述了爆破振動的監測方法及監測系統，並以萬松嶺隧道開挖爆破為研究對象，對其施工爆破的爆破振動對地表建築及地下工程施工的影響進行了監測，獲得了大量的監測數據，為論文的研究奠定了實踐基礎。
  19. This paper takes rock mass structural plane that influences the stability of rock mass construction as the main subject of investigation and the underground mining in chengchao iron mine as an illustrating example. for a systematic study of the mechanical features of rock mass structural plane and of measures to control the rock mass structural plane, the methods of theoretical analysis, field survey, computer simulation, numerical calculation and engineering practice are employed jointly, aided by the integration of macro - study with micro - study, qualitative approach with quantitative one and theory with practice. the principle of combining rock mechanical theories with engineering practice is followed from beginning to end, which makes it possible to apply theoretical results to engineering practice, perfect the research method in raising the structural stability of underground construction and solve problems with production in enterprises

    本論文以影響巖體工程穩定性的巖體結構面為主要研究對象，以程潮鐵礦地下采礦為例，採用理論分析、現場調查、計算機模擬、數值計算和工程實踐等多種研究方法，將宏觀與微觀、定性與定量、理論與實踐相結合，系統地研究巖體結構面的力學特徵，研究控制巖體結構面的方法、手段和措施，旨在將巖石力學理論與工程緊密結合，使理論成果能夠在工程實踐中得到應用，不斷完善提高地下工程結構穩定性的研究方法，解決企業生產難題。
  20. Design of the receiver system affects the quality of seismic collecting data directly, and affects the imaging of underground construction

    觀測系統的設計則直接影響到地震資料採集質量的好壞，影響地下構造的成像效果。
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