板樁錨 的英文怎麼說

中文拼音 [bǎnzhuāngmáo]
板樁錨 英文
sheet pile anchorage
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  • : 名詞(鐵制的停船設備) anchor
  1. The construction technology for the prestress anchored retaining wall

    預應力墻施工技術
  2. 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, 「抗彎抗剪筋法」強化柱加固效果, 「鋼箍法」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、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,人工挖孔施工採用鋼筋砼護壁確保挖孔的安全成型,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。
  3. The studied factors respectively are : length of soil nailing, insert deepness of piles, friction force of soil nailing interface, declination angle of soil nailing, horizontal spacing of soil nailing, rows of soil nailing, unit weight of soil, friction angle, unit cohesion, overload of slope, diameter of soil nailing

    這11個因素分別為:土釘(管)長度、土釘直徑、土釘界面摩擦力、土釘下傾角、土釘水平間距、土釘排數、土體重度、內摩擦角、粘聚力、坡頂超載、插入深度。
  4. The pile - anchor retaining structure system is often used in chongqing area. for a long time, there is a conception about the transfer approach of soil pressure behind the pile - anchor retaining structure system that the pressure is applied on the holding sheet firstly, then transferred to the columns by the sheet, finally transferred to the form ground by the anchor

    支擋結構體系是重慶地區經常採用邊坡支護形式之一,長期以來,人們認為支擋結構體系的傳力途徑是:土壓力先作用於擋上,通過擋再傳到兩邊立柱,然後再通過桿把力傳遞給穩定地層。
  5. The pouring anchor and shot concrete as used from the middle of 1950 " s, while the technology of anchorage, which was used as foundation support was popular in europe in i960 " s, and this method was used to strengthen the tunnels " ceilings and support mines from 1970 " s in china

    在我國70年代前已開使在加固隧洞頂、礦山支護等工程中開始使用, 80年代開始應用於深基坑支護工程,但也主要是與鋼、灌注、地下連續墻等結合使用,做為支護系統的一種固手段取得了良好的效果。
  6. In order to find out an economical, practical and reliable supporting method, some relevant technical personnel and i, based on successful experiences and project instances, designed the pre - stress anchor board supporting system, which is to exert pressure on the anchors and to independently support slopes. this system has successed and replaced the pile - anchor supporting system used in past

    為探索一種經濟、實用、可靠的支護方法,結合一些成功的經驗和工程實例,筆者與有關技術人員一起設計了預應力墻支護技術,在桿上施加預應力,主動、獨立支護邊坡,取代了過去了常用的?支護體系,並實施成功,成為島城近年來深基坑支護主要技術之一。
  7. 3. in applications, the structure of stabilizing piles with pre - stressed anchor cables can be associated with retaining wall, combined bolting and shotcrete, precast concrete lagging ( plain, troughlike, archlike shapes ), and so on, which enlarge the application areas of this structure

    3 、在實際應用中,預應力索抗滑可與砌石擋墻、噴支護、預制擋(平、槽形、拱形等)聯合作用,形成多種形式的組合結構,從而可擴大這種結構型式的應用范圍。
  8. This paper presents analysis on the engineering geologic features, cause of revival and prediction of the developing trend of the captioned landslide in zigui county, together with the proposed treatment measures, which will be of reference value for other landslide treatment practices

    摘要在論述三峽庫區秭歸縣歸州四號滑坡工程地質特徵、復活原因、後期變化趨勢的基礎上,提出滑坡治理方案,進行預應力索抗滑間檔土、植被護坡、地面排水等分項工程設計,總結本滑坡治理工程的設計經驗,供其它滑坡治理工程參考。
  9. That includes the installation of windlasses, winches, bollards, fireleads, masts, deck cranes, vent pipes and different kinds of rigging

    包括以下部件的安裝:機,絞車,帶纜,導纜孔,桅桿,甲起重機,通風口和各種索具。
  10. The authors suggested porous plate at the pit bottom, together with slope anchorage net and steel pipe piles to strengthen the foundation

    本文提出了採用粉噴多孔暗撐加固抗隆起技術,與邊坡噴網、鋼管聯合支護結構相結合。
  11. Sheet pile anchorage

    板樁錨
  12. Anchored sheet pile wall

    擋土墻定式
  13. 5. the behaviors of ccsn are studied, and the optimizing of ccsn ' s designed parameter is analyzed. the suggestions of ccsn ' s designed parameter are brought upped

    ( 5 )研究了復合土釘支護性狀,分析了復合土釘支護設計參數的優化,提出了土釘與設計參數的建議值。
  14. Taking the foundation pit engineering of shiji jiayuan as an example, the reinforcement technique that using porous board is proposed, which is combined with anchor nets of slope and steel - pipe pile support structure

    結合世紀家園基坑工程,提出了採用粉噴多孔暗撐加固抗隆起技術,與邊坡噴網、鋼管聯合支護結構相結合。
  15. Meanwhile, it does not need a extra time to be carried out. it can continuously work during the excavation of trenches, so whole work cycle can be reduced. anchors and layers of shot concrete have replaced the traditional steel frames and piles, including concrete piles, steel piles, and they can largely economize construction materials, such as steel and concrete, reduce the amount of soil that would be excavated out, and improve work conditions

    桿施工機械及設備作業空間小,可為各種地形及場地使用,同時,它不獨占工期,而隨基坑開挖同步、流水進行,節約工期;用桿及噴射硅面層代替傳統的鋼支撐和(硅、鋼) ,能夠大量節省鋼材、硅等建材,減少土方開挖量且能改善施工條件;其次桿的預加應力可以通過抗拔實驗來獲得。
  16. Abstract : earth pressure on a anchored pile sheet wall and a reinforced earth retaining wall, are obtained by prototype observation, finite element method and theoretical analysis. the results can be used as reference for lateral pressure of similar retaining structures

    文摘:對一座拉式墻和一座楔形鋼筋混凝土塊拉筋加筋土擋墻,將原型觀測、有限元計算、理論計算得到的土壓力進行分析和比較,所得結論可供設計類似支擋結構時計算土壓力參考。
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