錨碇體 的英文怎麼說

中文拼音 [máodìngtǐ]
錨碇體 英文
anchor body,anchor block
  • 錨 : 名詞（鐵制的停船設備） anchor
  • 碇 : 名詞（系船的石墩） a heavy stone used as an anchor; killick; killock
  • 體 : 體構詞成分。
  1. The design of hoisting cableway in wudang mountain xuan regnal palace according to the characteristic and requirements of cableway design in the view and in line with the principle of advanced technology, reasonable economy, safety and appliance, includes the general arrangement of cableways, calculation of skyline and wookline, checking computation of the support and the anchorage, productivity calculation

    摘要根據景區架空索道設計的特點及要求，本著技術先進、經濟合理、安全適用的原則，對武當山南巖宮玄帝殿吊裝索道進行設計，包括索道總體布置、承載索與工作索設計、支架與錨碇的驗算，並進行生產率的計算。
  2. According to the method in paper, roughness of bedrock surface of north anchor pit of runyang bridge is described in quantitative fractal dimension, and the method of determining frictional resistance of the whole anchor under many factors is discussed, which offers a new ideal and approach for precise determination of frictional resistance of rock mass engineering

    依據文中方法，對潤揚大橋北錨碇基坑建基面粗糙度進行了定量分維描述，探討了考慮多種因素條件下整個錨碇摩阻力的確定方法，為巖體工程摩阻力的準確確定探索了一條新的思路和途徑。
  3. During the 3d finite element calculation, try to simulate different procedure of the construction ( like sunk well in - filling, main cable erection, box girder hoist, bridge flooring and opening to traffic ). and then, reveal the regulation of deformation and displacement on the foundation and soil during different period. after got these, this thesis put great attention on the analysis of the reason which cause the horizontal displacement of the cable saddle, as well as the regulation of the pressure ' s changing in the soil located on the front side of the sunk well foundation

    在三維有限元計算中，對不同工況（沉井充填、錨體澆築、主纜架設、箱梁吊裝、橋面鋪裝以及通車運營）下的施工過程作了模擬，全面揭示了各工況下錨碇沉井基礎與地基土的變形變位規律，著重分析了影響散索鞍水平位移的因素以及不同工況下沉井前測地基土水平向抗力變化規律，並提出了不同深度地基土水平向抗力與水平位移間的擬合關系。
  4. 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
  5. Influences of axis inclination, length, clamping angle of anchorage, roughness and bonding degree of interface on the displacement of anchorage and repose stability of rock mass were explored

    就錨碇體軸線傾角、長度、夾持角、接觸界面粗糙度及結合程度對錨碇位移和巖體安息穩定性的影響作了深入探討。
  6. Results show that clamping angle dominated displacement of anchorage and failure mechanism : surrounding rock and soil compaction is induced by small clamping angle, instead, shear failure occurs in neighborhood soil of leading end of anchorage while clamping angle is big ; anchorage length influenced surrounding rock stress as nonlinear self - organization critical characteristic on interface ; anchorage size contribution to systemic primary monitor parameter is relatively uniform

    研究發現：夾持角控制著錨碇變位和破壞機理，夾持角過小時錨碇壓密圍巖土體，較大時錨碇前端附近土體則產生剪切破壞；錨碇長度影響接觸面圍巖應力量值，表現為非線性的自組織臨界特徵；錨碇體粗細對系統主要監控參數的貢獻相對均勻。
  7. With the designing and building of yichang yangtse river highway bridge, a single - span suspension bridge with main span of 960m, some technical problems such as the layout of structural system of the suspension bridge, the type of cross section of stiffening steel box girder, the structural system of the anchor and the cracking - resistant techniques of the bulky concrete anchor have been studied in the present thesis. some valuable conclusions have been achieved that provided a substantial support for the successful completion of the bridge. the thesis contains five chapters

    本文以湖北宜昌長江公路大橋（主跨為960m的單跨懸索橋）的設計與施工為背景，對大跨懸索橋設計與施工中的若干問題如懸索橋結構的合理布置、加勁鋼箱梁斷面型式的合理選取、錨碇結構的合理確定以及錨碇大體積混凝土設計與施工的綜合防裂技術等進行了研究，取得了一批富於實用價值的研究成果，為宜昌長江公路大橋的順利建成提供了卓有成效的技術支持。
  8. Taking suspension bridge anchor of runyang highway bridge as project background in this paper, considering undulating angle of rock mass structural plane, angle of mean square root slope method is established by exerting fractal geometry theory. fractal dimension of profile of rock mass structural plane is calculated by above method. and roughness degree is described quantitatively, furthermore correlativity between fractal dimension and roughness coefficient ( jrc ) is analyzed

    本文以潤揚大橋懸索橋錨碇摩阻力研究為工程背景，運用分形幾何理論，從巖體結構面起伏角的角度出發，建立了均方根坡度角法測算巖體結構面剖面輪廓線的分維數，定量描述其粗糙程度，並分析了分維數與粗糙度系數jrc之間的相關關系。
  9. In the fourth chapter, study on the structural system and cracking - resistant in bulky concrete of the anchor, combined with the designing and building practice of the anchor in yichang yangtse river highway bridge, a optimized gravitational concrete anchor and a systemic measures for the cracking - resistant for the construction of the bulky concrete in the anchor have been developed and adopted in the bridge efficiently which demonstrates the anchor type and the measures are feasible and practical

    在第4章?懸索橋錨碇合理結構型式及綜合防裂技術研究中，結合宜昌長江公路大橋設計與施工的具體實踐，介紹了宜昌長江公路大橋錨碇結構的合理選取，特別是介紹了宜昌長江公路大橋錨碇大體積混凝土的設計與施工中所採取的綜合防裂措施。
  10. In charge of application research on anti - corrosion of reinforced concrete and crack resistance of mass concrete of xiamen haicang bridge, the technical problem in using 525 early - strength cement in mass concrete of anchor blocks has been solved by using high quality and large quantity of fly ash and superplasticizer in concrete acting as an invited expert in appraising bids of engineering materials for haicang bridge

    完成廈門海滄大橋混凝土防海蝕和錨碇大體積混凝土防裂應用研究，採用優質粉煤灰和高功能外加劑解決了早強型525水泥在錨碇大體積混凝土中應用的技術問題，被聘為海滄大橋工程材料招標評標專家。
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