嵌入樁 的英文怎麼說
中文拼音 [qiànrùzhuāng]
嵌入樁
英文
insertpile-
" prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting
「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和無嵌入多錨排樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多錨支護，只是由肋梁代替了開挖前施工的排樁從而提前工期並降低支護造價；同時繼承了土釘墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。We can say that it can develop the usage of soil nailing wall fill the rank of piles disadvantage a bright future of developing and using. the development, application, advantage and disadvantage about the " prestress anchor ribbed beam support system " is introduced in chapter 1 : it " s supporting mechanism and structural feature is introduced and compared with the soil nailing walls and un - embedded rank of piles in chapter 2 ; design and computer steps and more details about the design methods of the support system are introduced in chapter 3 ; the two important parts named draperies and anchors are introduced on their construction technology in chapter 4 ; three foundation trenches " instances with different depth in different soil are showed in the last chapter 5
本文在第一章概論部分介紹了「預應力錨桿肋梁支護結構」的發展、應用和優缺點；第二章分析其支護機理、結構特點，並與土釘墻和無嵌入排樁多錨支護進行了結構受力對比分析；第三章介紹該支護結構的設計計算方法步驟，詳細介紹了支護結構各部分的設計方法；第四章介紹預應力錨桿肋梁支護系統最重要的兩個部分：帷幕和錨桿的施工技術；第五章介紹了不同土層不同深度的有代表性的三個基坑工程實例。Codetest s patented instrumentation technology delivers the least intrusive real time embedded software analysis solution in the industry today
有專利的插樁技術，提供當前侵入最少的實時嵌入式軟體分析解決方案。According to the characteristics and requirement of the given testing platform, and combined with the current mainstream technique of testing platform, this thesis stresses on and conceives the key techniques such as the virtual stub technique, basic block theory, flow chart establishment, so on and so forth
根據該測試平臺的需求和特點，結合當前測試平臺的主流技術，重點分析並構思了虛擬插樁技術、基本塊理論、流程圖建立等測試平臺使用的關鍵技術。最後，通過將本文的理論研究應用到該平臺的設計中，敘述了嵌入式系統測試平臺研究與實現。Abstract : taking a deep basal pit in wuhan as a case history, this article adopts the numerical simulation method ( finite element method ) to study the variation of pit excavation depth 、 anchor prestress 、 pile width and embeded depth of pile and their relationship with the horizontal deformation and displacement of the tiedjogglepile
文摘:以武漢某深基坑為例，採用有限單元數值模擬方法，研究基坑開挖深度、錨桿預應力、樁體厚度、樁體嵌入深度的變化與其錨式連鎖灌注排樁支護結構水平變形位移的關系。Various distribution models of the coefficient of subgrade reaction can be considered after the two - parameter method is employed. the commonly used " k " method, " m " method, and " c " method can easily be obtained from it. thus, the solutions of the internal force along the studied stabilizing piles have more ordinary representation by the two - parameter method
2 、引入雙參數法后，能夠考慮土抗力的多種分佈模式，常用的m法、 k法、 c法均被涵蓋在其中，從而在計算樁的嵌固段內力分佈時得到的計算表達式更具有代表性。It is difficult to make the piles in row or diaphragms into hard rock. how to build this kind of foundation trenches
排樁及地下連續墻支護很難嵌入坑底基巖，這類基坑如何支護分享友人