橋式量規 的英文怎麼說

中文拼音 [qiáoshìliángguī]
橋式量規 英文
bridge gauge
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • : 量動1. (度量) measure 2. (估量) estimate; size up
  • : Ⅰ名詞1 (畫圓形的工具) instrument for drawing circles 2 (規則; 成例) rule; regulation 3 [機械...
  1. By emptying the above mentioned theoris and conclusions, this paper introduces detailedly the whole process of the compare and selection of cangzhou city gongrong road canal bridge ' s plan, design calculation and check of structure. the internal force calculation of the bridge adopts the program of plane member system ( bricas ), and it was checked by the program of brcad

    本文最後應用上述理論和結論,以大篇幅詳細介紹了滄州市光榮路運河(下承鋼管混凝土系桿拱)從方案比選到結構設計和計算、驗算的全部過程,以及施工中的要點,本內力計算採用平面桿系有限元計算程序, (交通部公院的《梁設計綜合計算程序》 ( bricas4 . 0 ) ) ,並採用空間有限元程序( brcad2 . 0 )進行驗算。
  2. Through the analysis and studying of this subject, we can make conclusion as followed : during the whole heating season, the change law of the energy consumption of the thermal bridge is with the change law of the meteorological condition inside and outside the room : when airs temperatures indoor is steady, thermal bridge energy consumption increases with reducing of air temperature outside the room, reduce oppositely. the different position and the different structure patterns of the thermal bridges, even under the same meteorological condition inside and outside of the room, energy consumption of the building is different, and impact on heating energy consumption is different, this is mainly caused by the difference of the constructs thermal bridge and different influence in term of out wall, which lead to total mean heat - transfer coefficient different, when the heat - transfer coefficient is relatively small of outer wall, the impact of wall body is more obvious on heat - transfer coefficient of the thermal bridge

    然後確立了在節能建築中熱耗熱與室內外氣象參數和熱構造型的關系,分析與研究並得出:在整個採暖季節中,熱的能耗隨著室內外氣象條件的變化律是:在室內空氣溫度一定時,熱能耗隨著室外空氣溫度的降低而增大,相反減小;不同部位的熱,其構造型不同,即使在相同的室內外氣象條件下,產生的能耗也是不同的,並且對採暖能耗的影響也不同,這主要是由於不同構造的熱對外墻的總平均傳熱系數的影響不同所造成的,並且當外墻主體的傳熱系數較小時,熱對墻體的傳熱系數的影響更加明顯。
  3. Modify above model along with altering structural form or the constitution of the bridge, such as different standard, steel ratio, steel pipe diameter, concrete module, brace allocation, the length of concrete of the main ribs, suspending pole mode and cable local vibrations, calculate the variety of dynamic character, analyze this factors which will affect. 2

    對斜拉拱自振特性進行參數分析,分別考慮了不同范、含鋼率、拱肋鋼管直徑、混凝土彈性模、橫撐布置、拱肋段混凝土長度、吊桿形對自振特性的影響,最後考慮了斜拉索局部振動對自振特性的影響。
  4. Fabrication of the box beam is divided into such parts as reinforcement, formwork, concreting, prestressing, moving and storing of beam, pipe grouting under pressure, end sealing of the beam, water - proof layer on the bridge surface system, protective coating etc. the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects, such technologies as : manufacturing and fixing of reinforcement, steel reinforcement fixing baseplate, web plate and top plate respectively and lifting the steel skeleton into form, requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork, optimization of concrete ratio, concrete pouring process of two ends of beam in priority over the middle, in sequence of first baseplate followed by web plate and top plate at last, concrete pouring in inclined section and in horizontal layer, concrete vibration mainly by external vibrator in assistance with internal vibrator, methods and regulation for steam curing of concrete, dual controls over stress and strain to ensure quality of prestressing workmanship, construction method of effective beam moving by heavy - weight special moving facility, some regulations and key notes about construction of grouting under pressure, beam ends sealing, water - proof layer on the bridge surface system, protective coating

    箱梁製造由鋼筋工程、模板工程、混凝土工程、預應力工程、移存梁工程、孔道壓漿工程、梁體封端工程、面防水層和保護層工程等施工環節組成。文中介紹的採用胎具製作和綁扎鋼筋,分底腹板和頂板分別綁扎並吊裝鋼筋骨架入模;拆裝和液壓兩種模板的設計、製作要求和使用方法;綜合考慮、優化混凝土配合比,混凝土灌注從兩端至中間、先底板、后腹板、再頂板的施工順序和斜向分段、腹板水平分層、附著振搗為主、插入搗固為輔的施工工藝,蒸汽養護的方法和定;應力應變雙控制確保預應力施工質的施工技術;採用重物移運器有效移梁的施工方法;壓漿、封端、面防水層和保護層施工的一些定和注意事項等都是對箱梁製造行之有效的施工技術和施工方法,並可為以後類似施工作借鑒。
  5. In this paper, combined with the research project " study on the design, construction and quality monitoring of foundations in karst and mined - out regions along tanshao highway " financed by the department of communication of hunan province, a deep analysis has been made to find out the factors influencing the safe thickness of bearing stratum under the pile tip in karst region. three simplified models are set up to calculate the safe thickness, from which empirical calculation formulas are deduced. and a few important conclusions drawn from the discussion can be used to guide engineering practice, which are also valuable materials for the revision of current criterions later

    本文結合湖南省交通廳「潭邵高速公路巖溶及采空區路、基礎設計施工與質監控方法研究」研究課題,以潭邵高速公路為工程依託,通過深入分析巖溶區基樁樁端持力層安全厚度的影響因素,提出了樁端持力層安全厚度計算的三類簡化模型,以此為基礎,推導出了樁端持力層厚度計算公,並通過討論得到了可用於指導工程實踐的幾點重要結論,可供今後范的修改參考;本文針對巖溶地區的特殊情況,提出了巖溶區樁基設計方法及具體設計步驟,並借鑒國內外巖溶區樁基的成功經驗,提出了巖溶區樁基設計處理幾種特殊方法,可供同類工程借鑒;另外,本文通過具體的工程實踐,系統總結了巖溶區樁基施工技術及常遇問題的處理方法。
  6. This thesis has made the contrast test of shrink and creep for plain concrete and concrete filled steel tubes on the basis of long term in - door test, obtains the principles of shrink - creep of concrete filled steel tube, simulates the test data, analyses and contrasts the coefficient of shrink and creep, thus offers reference for the calculation mode of creep, furthermore by introducing reasonable assuming at the same time, develops the calculation formula of equivalent elastic modulus at the same time, develops the calculation formula of equivalent elastic modulus, adopts common structure analyses procedure ansys to calculate the redistribution of section stress in the steel tube and concrete during operation

    本文在長期的室內試驗的基礎上對素混凝土和鋼管混凝土做了收縮和徐變的對比試驗,得出鋼管混凝土的收縮徐變律,對試驗數據進行了擬合,對鋼管混凝土的收縮和徐變系數進行了分析和比較,從而為鋼管混凝土的徐變計算模提供參考,同時通過引入合理的假定,並結合由「齡期調整有效模法」導出的混凝土徐變本構關系,推導出了鋼管核心混凝土考慮徐變影響后的等效彈性模計算公,並以此為基礎採用通用結構分析程序ansys對成后鋼管和混凝土應力重分佈進行了計算。
  7. Moreover acceptability limits of response acceleration for vibration serviceability was discussed and the criterion of acceptability given by uk code ( bsi1978 ) was shown as a suitable one

    該公考慮了高階分的影響,還對人行振動舒適度標準進行了比較,認為參用英國范的標準較為合理。
  8. Make a comprehensive view of all study results about the flood channel, a model of formation and evolution of the flood channels was proposed. according to this model, not all flood channels formed by ebb channels divided by sand spit develop toward death, some of them may be keeping the current situation or transform to the reserve channel with the change of runoff and sediment concentration from upper reach

    用gis方法計算1861 - 2002年新水道區域的沖淤變化,可定表達漲潮槽在不同時間尺度形成演化律,結合漲潮槽巖芯沉積物垂向的沉積特性變化,可闡明漲潮槽的形成機理與演化過程,並提出不同種類型漲潮槽的形成演化模
  9. According to different mechanisms, there exist several types of resonance, including the bridge resonance induced by the periodical actions of moving load series of the weights, centrifugal forces and lateral winds of vehicles, the bridge resonance induced by the loading rates of moving load series of vehicles, the bridge resonance induced by the periodical loading of train vehicles excited by rail irregularities, wheel flats and hunting movements, and the vehicle resonance induced by periodical actions of the regular arrangement of bridge spans and their deflections

    根據發生機理的不同,車系統可能發生幾種不同形的共振,包括由車輛重、離心力、橫向平均風荷載等形成移動荷載列的周期性動力作用引起的梁共振,由移動荷載列加載速率引起的梁共振,由軌道不平順、車輪扁疤、輪對蛇行等周期性加載引起的梁共振;由跨的則性排列及其撓度的影響,對移動車輛形成周期性動力作用使車輛出現的共振。
  10. The accounting standards bridges the accounting theory and the standardization of accounting practice. further, the quality of the accounting standards is significantly affected by the models it builds on

    會計準則作為聯系會計理論和范會計實務的梁,其制定的模如何將對會計準則的質產生重大影響。
  11. In term of that, the solution result in two different condition is achieved by ansys software. deep research and comparing analysis between the classical solution and the finite element result is made on contact stress & formation and load distribution of conical roller bearings by revised classical formula of elastic contact problems, according to finite element solution in two different interfering conditions

    根據有限元數值模擬結果對經典解析解中接觸彈性變形與作用負荷的關系進行了修正,利用修正過的接觸彈性變形公對汽車后傳動錐軸承的接觸應力和變形及負荷分佈律在無游隙及負游隙兩種情況下進行研究,並將結果與經典解析解進行了對比分析。
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