預應力錨桿 的英文怎麼說
中文拼音 [yùyīnglìmáogǎn]
預應力錨桿
英文
pressured anchor-
Strengthening ill geologic section road chasm side slope with prestressed achor pile grid beam
預應力錨桿格梁加固不良地質地段路塹邊坡Stability calculation methods for grillage supporting structure with prestressed anchor and its application
框架預應力錨桿邊坡支護結構穩定性計算方法及其應用Technology of pre - stressed bolt support for rock floor gateway in deep mine complicated conditions
深井復雜條件下底板巖巷預應力錨桿支護技術It is the " prestress anchor ribbed beam support system " that gave a new practical support system to both of them
預應力錨桿肋梁支護技術為這兩類基坑提供了一種實用的支護體系。" 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。The company the author worked in is applying a practical patent for the " prestress anchor ribbed beam support system ". so far this technology is still a technical and commercial secret. so there is a special announcement here, this thesis is only offered to professors for examination, so any copy and spread to the same project companies is not allowed, the author gave a gratefulness to the professors who hold this thesis here
筆者所在公司正在就「預應力錨桿肋梁支護技術」申請國家級實用專利，該技術暫屬技術和商業機密，因此特別聲明:本文僅作為碩士論文供教授評審使川，論文不能翻印或傳至同行業其他單位中，筆者特向擁有本人論文的教授們表示感謝。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。Reinforcing collapsing blocks of laitan cliff by prestressed anchor
預應力錨桿技術加固淶灘摩崖造像危巖體The author hoped professors give some precious advices for the thesis and this technology to develop it
最後學生懇請教授們對論文及「預應力錨桿肋梁支護技術」提出寶貴意見，以使該技術能進一步完善成熟。The results show that after water is successfully blocked, the roadway deformation is controlled using the highly - prestressed anchor combined bolting system and the supporting invalidation is avoided
結果表明，在成功阻斷泥化誘因「水」之後，高強預應力錨桿組合支護體系可有效控制巷道變形，避免泥化導致隨后的錨固失效。It is difficult to use pre - stress anchor technique to the deep excavation pit on the coast, in which the stra - tum is highly filled with water and subjected to the penetration of sea water, therefore there is no suc - cessful experience
瀕臨海邊的深基坑，地層含水量高，滲透性大，易受海水滲透影響，在這類基坑中應用預應力錨桿技術困難極大，鮮有成功的工程經驗。Effect on carrying capacity of pre - stressed soil anchor about grouting technique
灌漿工藝對土層預應力錨桿承載力的影響But now, succeasful application for the pre - stress anchor technique in the same case has been gained by use of one construction method of orifice ponding pouring in the deep excavation pit supporting in xiamen postal edifice, which can be taken for example on similar engineerings
在廈門郵電大廈探基坑支護的預應力錨桿工程中，採用一種「孔口堵水注漿」的施工方法，取得成功，可為類似工程提供借鑒。Taking a qingdao hotel second phased project deep hole excavated for building foundation as example, the paper introduces the application of the demolition vibration in the complex peripheral environment and the geological condition, the influence, crag body vertical excavates regarding nearsightedness, the pre - stressed anchor rod and the earth nail unify support and protect the technology in the project of the crag body side slope
摘要以青島某飯店二期工程深基坑為例，介紹了在復雜的周邊環境和地質條件以及有爆破振動的影響下，對于近似垂直開挖的巖體邊坡，預應力錨桿與土釘結合的支護技術在邊坡支護工程中的應用。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。Numerical analysis of prestressed anchor flexible retaining method
預應力錨桿柔性支護技術的數值分析Structural parametric study of prestressed anchor flexible retaining
預應力錨桿柔性支護的結構參數變化研究Construction technology of rows of prestressed anchor bolts for complex strata
復雜地層多排預應力錨桿施工技術This paper introduces the structure, working principle, construction process of anchored bar and the most important factor affecting constructing quality of anchored bar
摘要在鄰海地區富含高承壓水的土層中施工預應力錨桿支護工程的難度很大。During the stability analysis, the safety coefficient and the most dangerous slipped layer of soil slope retained by compound soil nailing was studied. the stability of soil nailing was calculated. then, the influence functions of water, prestressed anchor and cement - soil retaining wall and front small - piles in the compound soil nailing system were studied
在穩定性分析中，研究了復合土釘支護時土坡穩定的安全系數：介紹了最危險滑裂面的確定方法並採用幾何參數控製法來確定土體的最危險滑裂面；計算了土釘支護土體時的穩定性；研究了水、預應力錨桿（索） 、水泥土攪拌樁以及超前微樁對復合土釘支護時土體穩定性的影響作用並給出了相應的計算公式。分享友人