錨形體 的英文怎麼說
中文拼音 [máoxíngtǐ]
錨形體
英文
anchor
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錨 :
名詞(鐵制的停船設備) anchor
-
體 :
體構詞成分。
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Fist of all, on the basis of the research of agone boffins, this author investigates the interaction mechanism of bolts and rock, and introduces the elastic ? lastic analytical resolution which is consist of the liner structure, the equivalent reinforced wall rock and the original wall rock in the simple loading from the equivalent well - proportioned view ; this solution is very important meaning for the engineering design. on the basis of coulomb friction model, the author introduces the finite element equation of the contact problem in order to provide the academic foundation for the application of msc. marc. finally, combining the engineering practice of the non - linear analysis of shield tunnel through yellow river of the south - north water transfer and using the model of friction, the author researched the evolution law of stress and displacement field in the structure of grouted rock bolts, and analyzed the effect to the stress and deformation of surrounding rock mass due to anchor supports
首先,在前人研究成果的基礎上,對
錨桿與圍巖的相互作用機理進行研究,利用全長
錨固
錨桿的中性點理論,從等效均化的角度來考慮
錨桿對圍巖的加固作用,並推導了在簡單荷載作用下,含有襯砌、等效加固后的圍巖、原始圍巖三者的彈塑性解析解,對工程設計有著重要的參考意義;在數值模擬方面,以考慮
錨固圍巖滿足規則化庫侖摩擦模型為基礎,利用虛功原理推導了接觸問題的有限元方程的計算格式,為開發運用大型商用有限元軟
體msc . marc提供了理論根據,也
形成了本文的理論基礎:最後,論文以南水北調東線穿黃隧洞穩定性分析項目為工程實例,利用本文所述的接觸問題的摩擦模型理論,對
錨桿支護結構的應力場、位移場的變化規律進行了研究,分析了加
錨支護對隧洞圍巖應力、變
形的影響。
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Domino effect occured while the anchor cable group was destroyed
指出群
錨整
體破壞
形態存在傳遞多米諾效應。
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As one of the. most effective rock shoring forms, rock - bolt reinforcement is still in use combining with some shoring forms such as three - dimensional vegetable netting, insufflating - virescence reinforcement, sash reinforcement and their effects are very distinctly
但作為減小巖
體側向變
形、增強邊坡穩定的
錨桿支護作為最有效的巖質邊坡的支護方式之一,仍廣泛地於三維植被網、邊坡綠化噴播、框格防護等
形式結合進行邊坡防護,效果非常明顯。
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At the end of the [ [ miniseries ] ], a copy of eight wearing a colonial [ [ flight suit ] ] appears to be leading a group of cylon agents who recover the [ [ aaron doral # pr executive copy | pr executive copy of aaron doral ] ] from [ [ ragnar anchorage ] ]
在[ [短劇] ]的結尾處,一個身著殖民地[ [飛行服] ]的捌號復制
體,看起來帶領著一批人
形賽昂來到[ [拉格納
錨地] ]回收了[ [亞倫?多勒爾#公共關系主管|亞倫?多勒爾的公共關系主管復制
體] ] 。
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Refractory fiber and product is manufactured by means of dry method and wet method. as an excellent insulation material, it has comparatively low volume density, good softness and very low thermal conductivity coefficient. sticking method, ancjoring method and folding method can be selected respectively. this product can be used in various industrial kilns & furmaces for lowering heat consumption
耐火纖維及製品是採用干法、濕法生產的具有較低
體積密度、較好柔軟性、極低的導熱系數的優質絕熱保溫材料,施工時可分別採用粘貼法、
錨固法、折疊塊
形式施工,適用於各種工業窯爐降低熱耗之用。
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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
樁
錨支擋結構
體系是重慶地區經常採用邊坡支護
形式之一,長期以來,人們認為樁
錨支擋結構
體系的傳力途徑是:土壓力先作用於擋板上,通過擋板再傳到兩邊立柱,然後再通過
錨桿把力傳遞給穩定地層。
-
Rebounding displacement of slope and axial force of anchor bars increases as the increment of the included angle of the rebounding displacement vector and x positive axis will reduce as the increment of horizontal tectonic stresses. the reduction of lithologic characters and weak interplayer have unfavorable influence on stability
支護
錨稈軸力也增大;隨著水平構造應力的增加,回彈位移矢量與水平x軸正方向所
形成的角度將減小;邊坡巖
體巖性參數的弱化和軟弱央層的存在都對邊坡的穩定造成不利的鍘惻。
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It shows that the method suggested in the paper is simple, applicable for engineering and has good precision. on the bases of the formulas deduced, and combining with relative test datas, it studies in the paper several factors influencing the bearing performance of the simple beams, such as shape of the external tendons, the equal moment segment length, span - to - depth ratio of the beam, valid initial prestress of the external tendons, area of the internal tension reinforcement, strength of the concrete, vertical distance between
在公式推導的基礎上,結合相關試驗資料,研究了
體外筋的
形狀、等彎矩區長度、梁跨高比、有效張拉預應力、
體內受拉筋配筋率、混凝土強度、
錨固點到樑上邊緣在垂直方向上的距離、
體外預應力筋水平段長度(雙折線型
體外筋的情況)以及荷載類型等對
體外預應力混凝土簡支梁受力性能的影響。
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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。
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This paper also presents the methods of controlling unstressed length of cable, pre - displacement of saddle, anchor span tension, erection of wire strands, the fixed position for erecting cable band and cable length. determination and control approach of displacement of saddles during cable erection are also introduced. at the same time, the change course of linetype during construction period for suspension bridge is analyzed
再次,介紹了懸索橋的施工控制內容與方法,利用軟
體sgkz2000對多座懸索橋進行了施工計算,提出本文關于懸索橋的主纜無應力長度控制、索鞍預偏量控制、
錨跨張力控制、絲股架設控制、索夾安裝位置與吊索長度控制的方法;介紹了吊梁階段鞍座頂推量的確定與控制方法,分析了施工階段懸索橋的線
形變化過程。
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Through inversion analyzing the results of inspection and observation which was applied the multipoint displacement measures and the drilling anchor stress measures to the top surface in the xianggui gypsummine eastern workings, this article will attempt to propose the deformation law of stope terrane after the underwater mine area, which provided a reliable basis for taking measures to control the strata movement
摘要為了研究湘桂石膏礦的巖
體變
形規律,對該礦東采區頂板巖孔多點位移計觀測和鉆孔
錨桿應力計檢測的結果進行綜合反演分析,提出了水下礦區開挖后采場巖層的變
形規律,為採取有效措施控制巖層移動提供了依據。
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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。
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This paper approaches reinforcement fabric cover, reinforcement fabric joint, reinforcement fabric embedded inserts, wall anchorage depth and wall joint form during the design of underground continuous walls, meanwhile, some problems affecting wall quality in the various sectors during construction are also discussed, including reinforcement fabric installation, groove bottom hole cleaning and quality testing equipment
本文對地下連續墻設計過程中的鋼筋網保護層、鋼筋網接駁、鋼筋網預埋件、墻
體錨固深度、墻
體接頭
形式以及施工過程中鋼筋網安裝、槽底清孔、質量檢測設備等各個環節中影響墻
體質量的一些問題進行了探討。
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Thus, the author attempt to develop a new model of anchor bolts so as to avoid the disadvantages. in the model, the interaction between the bolt and the geotechnical mass is taken as contact problem, in which if the tangential force at the interface has reached the limit resistance, the relative slide in the interface will occur along the tangential direction. also, the computational parameters in the model have tangible physical meanings and have less difficulty to obtain
為此,本論文提出一種新的
錨桿計算模型,它將
錨桿與周圍巖土
體間的相互作用作為接觸問題考慮,其計算理論比較嚴謹,能較好地模擬出
錨桿的受力狀態及
錨桿與巖土
體間的剪切?滑移作用,即:
錨桿?巖土
體之間的接觸面具有抵抗強度,當接觸面上切向應力小於其抵抗強度時,
錨桿與巖土
體共同變
形;達到抵抗強度時則沿切向發生相對滑動。
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Research on anchorage structure of complete arch in mining roadway in coal seam
全煤回採巷道整
體拱
形錨固結構模擬研究
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In order to protect the natural environment of the zone adjacent to mountain of right no. 2 laoshan highway tunnel in nanjing, china, the design of shed - tunnel was adopted through economical and technical comparison
摘要為了保護南京老山二號公路隧道右線傍山段的自然環境,採用
錨噴支護與棚洞結構相結合的傍山隧道結構
形式,
形成互為補充的完整受力
體系和邊坡防護工程,減小了刷坡范圍。
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The emphasis is given on the studying of the horizontal displacement on the retaining structure consist of piles and anchors, which is a frequent type of retaining structure. it is founded that the rigidity of anchors and magnitude of pre - stress are the main factors which influence the deformation of retaining structures. the optimal design method on pile - anchor systems is presented
樁
錨支護是一種常見的基坑支護模式,本文以樁
錨支護結構水平位移為重點,對支護結構剛度、支撐剛度與預應力、支護樁入土深度等對樁頂水平位移的影響進行了分析,指出在樁
錨支護
體系中,
錨桿支撐剛度及預應力對基坑變
形的影響最為明顯,並通過工程實例加以驗證。
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The flexible retaining structure is another important retaining structure in soft soil. the integrated numerical analysis of this retaining structure ( including the methods and theory of calculating active earth pressure under sorts of conditions as well as the calculating method of horizontal stiffness coefficient of bracing structure and the method of deciding boundary condition etc. ) was gived. the effect of all parameters on the characteristics of retaining structure was discussed using methods of sensitivity - analysis
本文針對目前常用的彈性支點法,給出了完整的數值分析方法,包括各種條件下的墻後土壓力的計算方法和原理、支撐系統(或
錨拉系統)水平剛度系數的計算、邊界條件的確定方法等,並以此為基礎採用靈敏度系數分析方法討論了各參數對圍護結構
形態的影響,指出土
體側向基床比例系數是影響圍護結構變
形的最主要的參數。
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Compression dispersion - type anchor can be mainly classified into two categories, one of which is that, plastic coated strands in different length are respectively passed through their own bearing bodies and pre - bent as their midpoints to be t he shape of " u ", then forming several totally unbonded strand loops, i. e. unit anchor tendon. as the research object in this paper, study is performed on the anchor holding capacity, load - displacement behavior, displacement of the fixed anchor length, strain and bond stress distribution, and the removability of anchor tendon, furthermore, with the aid of analytical solution, the distribution of the bond stress is calculated and analyzed, based on the results of test and analytical solutions, design method is provided in this paper
壓力分散型
錨索主要有兩種結構型式,本文是以將不同長度的無粘結鋼絞線分別繞過不同的承載
體彎曲成「 u 」
形而組成各個單元
錨索
體這種型式為研究對象,對其承載力、荷載位移特性、
錨固段位移特徵、應變與粘結應力分佈特徵以及
錨索
體的可回收性能展開研究,並藉助于理論分析研究其粘結應力分佈狀態,然後在此基礎上提出了壓力分散型
錨索的設計計算方法。
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Ascension is a process by which we resurrect our biology to a crystalline state of being as we release our karma and transcend the human thought patterns that became anchored into our existence as humankind fell in consciousness
提升是當我們釋放我們業力並超越在人類意識下跌時錨定入我們生存中的當前思想範式時,將生物體恢復到水晶形體的過程。