錨塔 的英文怎麼說

中文拼音 [máotǎ]
錨塔 英文
anchor tower
  • 錨 : 名詞（鐵制的停船設備） anchor
  1. Popularize the anchorless lifting amp; amp; pushing method on the heavy tower equipment lifting

    無錨點吊推法在重型塔類設備吊裝中的推廣
  2. Based on the conceptual considerations and structural design of pingsheng bridge in foshan, the first single tower and single span hybrid girder self - anchored suspension bridge in the world, the original technical achievements of the bridge, such as those of the integral bridge tower and separated stiffening girders, the stiffening hybrid girders, structural types of steel - concrete girder joint parts, steel box girder incremental launching and hanger adjustment, are presented and the key and innovative techniques for the self - anchored suspension bridge are described in a summarized account as well

    摘要通過世界上首座獨塔單跨混合梁自錨式懸索橋佛山平勝大橋的方案構思及結構設計，介紹了其採用的整體橋塔分離式加勁梁橋型結構、混合加勁梁、鋼混凝土結合段構造型式、鋼箱梁頂推技術、吊索調索技術等原創性工程技術成果，綜述了自錨式懸索橋設計的關鍵和創新技術。
  3. Brownjohn j m, pin - qi xia. dynamic assessment of curved cable - stayed bridge by model updating. asce, journal of structural engineering, vol. 126 no. 2 february, 2000

    朱玉，王宜均，楊耀銓等.鄂黃長江大橋塔索錨固區預應力布束方式分析. 2000年全國橋梁學術會議文集
  4. Problems occured in the anchoring of overhung tourist hall on top of the tv tower and tower drum due to construction mistakes. it was introduced in this paper that two non - binding prestressed girder beams are respectively set in corresponding locations as the anchor beam of overhung radial support beam of tourist hall, thus the integrity of the tower drum and transmission of the load were guaranteed

    由於施工失誤，作為電視塔頂的外懸游覽廳和塔筒間的錨固發生了問題，本文介紹了採用在相應位置設置兩根無粘結預應力大樑分別作為游覽廳屋面和樓面徑向懸挑支承梁的錨固梁，確保了它和塔筒的整體性和荷載的傳遞。
  5. You can now anchor structures that only require power while the control tower is in reinforced mode

    現在，只要有足夠的能量柵格，你甚至可以在控制塔處于增強模式下錨定建築。
  6. The new construction technique applied to the huge steel boxed cofferdam for foundation of pylon pier no. 2 of wuhan tianxingzhou changjiang river rail - cum - road bridge was to fabricate the cofferdam in integrity in workshop, shift it down to river and float it to the pier site where it is then accurately positioned by pre - tensioning at the anchor pier

    摘要武漢天興洲公鐵兩用長江大橋2號主塔墩基礎大型鋼吊箱圍堰採用工廠整體製造，下河浮運至墩位，利用錨墩施加預拉力精確定位的施工新工藝。
  7. The shantou bay suspension bridge is the first mordern suspension bridge in china its substructures are mainly towers and anchorages this paper presents some of the key techniques of the substructures construction ， including the cable anchorage system setup ， the hydrated heat control in the anchorage ， construction of the foundation and bearing plate of the tower in the ocean ， the control of tower construction ， etc

    汕頭海灣大橋是我國第一座現代懸索橋下部結構主要包括索塔和錨碇本文介紹了該橋下部結構施工的一些關鍵技術環節，包括主纜錨碇錨固系統的安裝，大體積混凝土的溫控防裂，主塔基礎和承臺的海上施工，塔柱滑模施工控制等
  8. Stress response of the tower wall at the least favorable section of all of the single section on the cable tower anchor segments of the cable - stayed bridge was studied under the annular pre - stress with cable force and tensile force by comparing the experiment results of the full - scale model of segment with the results of the finite element simulation analysis according to the forced status of the cable tower under practical conditions

    摘要通過索塔錨固區節段足尺模型試驗結果和有限元模擬分析比較，結合索塔受力的實際工況，對異型截面斜拉橋索塔錨固區節段最不利斷面在環向預應力與索力共同作用下塔壁的應力響應進行了研究。
  9. Based on the supporting design of resin anchoring bolt in daliuta coal mine, the engineering analogy method was adopted to design the supporting system using the new type of mechanical anchoring bolt in the testing entry of fully mechanized mining face

    摘要以大柳塔礦樹脂錨桿支護設計為基礎，採用工程類比法進行綜采工作面巷道新型機械錨桿支護設計。
  10. Firstly, the domestic researches, which have been reported, are introduced. then the characteristic of the system in estimation of prestressing losses is analyzed by theoretical method, and the reasons that the elimination of tendon is large and test results are not consistent are pointed. using fem software ansys, anchorage zone of pylon are analyzed

    論文首先介紹了國內現階段對該問題的一些研究成果，然後從理論上分析了小半徑大噸位環向預應力體系在計算預應力損失方面的特點和造成張拉伸長量偏大且實測的數據離散性較大的原因，並採用國際權威的有限元分析軟體? ? ansys從理論上進行分析和索塔錨固區最不利節段的足尺寸模型試驗進行校驗。
  11. The structural strength of turret anchor production storage tanker is studied

    摘要從3個方面對轉塔錨泊生?儲油船船體結構強度進行了研究。
  12. Draw some valuable conclusions by the calculation analysis of the anchorage zones of cable support tower and beam, and the steel mix joint part of of the road bridge surface, which will have some instruction meaning and reference value to the design and construction of the anchorage zone of the similar bridge

    通過對天興洲大橋的索塔錨固區、索梁錨固區以及公路橋面板的鋼混結合段的計算分析，得出一些有價值的結論，對今後同類橋型錨固區的設計、施工具有一定的指導意義和參考價值。
  13. Construct a three dimensional space finite element analysis model for the part which is most unfavorable for the anchorage zone of cable support tower, caculate its complexion of internal force distribution field, and study some detail costruction which impact the distribution of internal field

    對最不利索塔錨固區，建立三維空間有限元分析模型，計算索塔錨固區的應力場分佈情況，並研究一些細部構造對應力場分佈的影響。
  14. In addition, the analysis and test for the entire stability and limited carrying capacity are completed and results show that pingsheng bridge is also safe enough. 4. the influence on the static performance for pingsheng bridge of structural parameters, such as rise - span ratio of main cable, stiffened girder rigidity, main tower rigidity and main cable rigidity, is studied

    對平勝大橋和與之具有相同結構參數的地錨式懸索橋模型進行了動力特性分析，並研究了主纜矢跨比、恆載集度、加勁梁剛度、主塔剛度、主纜抗拉剛度、吊索抗拉剛度等結構參數變化對兩類懸索橋動力特性的影響。
  15. 2. based on the basic design data and requirements, the designs on the new type of structural system of pingsheng bridge are proposed. a lot of creationary achievements will be acquired on pingsheng bridge, called the single tower self - anchored suspension bridge

    2 .結合設計基本資料及設計技術要求，提出了平勝大橋橋型方案的設計構思，並對平勝大橋獨塔自錨式懸索橋的結構體系進行了創新性設計。
  16. To ensure self - anchored suspension bridges ’ safety during construction and service, and to make its design more economical and reasonable, the research on structural system and static - dynamic mechanics performance of the long - span self - anchored suspension bridges is developed in this paper based on pingsheng self - anchored suspension bridge in foshan city, guangdong province. the main contents and achievements are as following : 1

    為了確保自錨式懸索橋施工和成橋運營期間的安全，使得自錨式懸索橋結構的設計更加經濟合理，本文以廣東佛山平勝大橋獨塔自錨式懸索橋為工程背景，開展了大跨度自錨式懸索橋結構體系及靜動力性能方面的研究。
  17. In this thesis, theoretical analysis and full - scale mode test are carried out to research the application of circular prestressing system. some general conclusions obtained can be regarded as the reference of related codes. the research is useful in the structural design and construction practices

    本論文從理論分析和試驗兩方面對小半徑大噸位環向預應力體系在斜拉橋索塔錨固區的工作性能進行了闡述，進而加深了認識，得出了一些普遍的結論，這些可以作為今後制訂相關規范等的參考，同時對解決設計和施工中的具體問題具有現實意義。
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