reinforcement frame 中文意思是什麼

reinforcement frame 解釋
鋼筋構架
  • reinforcement : n. 1. 增強，加固；補強物，強化物；補給品。2. 增援，支援；〈pl. 〉增援部隊，援軍；救援艦。
  • frame : n 1 機構；組織；系統。2 結構，框架，構架，骨架，骨骼。3 體格，身軀。 4 精神狀態，心情。5 【園藝】...
  1. For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1, has its performance of mechanics that is close to cantilever deep beams, it is an important kind of components in architectural structure which sustains roof trusses, brackets, tray " beams, frame " beams, wall " beams and crane " beams

    剪跨比a h _ 0 1的短鋼筋混凝土牛腿，其受力性能接近於懸臂深梁，在建築結構中是支承屋架、屋面梁、托架、托架梁、框架梁、墻梁和吊車梁等的重要構件。
  2. Construction of turnover formwork in reinforcement chimney hydraulic lifting frame

    鋼筋混凝土煙囪液壓提升架翻模施工
  3. Some effective measures were presented to solve bigger prestress loss of mid span in overlong frame and it is suggested that prestressed reinforcement with curve linetype should be adopted in slabs if possible

    在次梁與板中為有效利用無粘結預應力筋，建議在板厚許可的情況下盡量採用曲線形預應力筋。
  4. The influence of such parameters as axial load index, aspect ratio and percentages of lateral reinforcement, on seismic performance of reinforced concrete frame column in hong kong and analyses the distribution relationships of flexural deformation, shear deformation and slippage of longitudinal reinforcement in joint zone

    根據試驗結果，討論了軸壓比、配箍率、剪跨比等參數對其抗震性能的影響，分析了水平荷載作用時塑性鉸區的彎曲變形、剪切變形和縱向鋼筋粘結滑移變形所產生的位移在框架柱總水平側移中所佔的比例及其變化規律。
  5. Reinforcement on factory building of reinforced concrete frame

    某鋼筋混凝土框架結構廠房的加固
  6. The cancellation of web bending reinforcement and continuous bar in upper structure of continuous rigid frame bridge is discussed with mechanics method. 4

    並對連續剛構橋上部結構設計中取消腹板彎起索、下彎索和連續束問題進行了探討，從力學角度進行了分析研究。
  7. The couses of corridor frame swing of a certain factory building and its reinforcement

    某廠通廊框架晃動原因及加固處理
  8. This paper analyses the annotated rules of the steel information of the frame column expressed in " plane method " construction drawing, sums up the expressed characteristics of the reinforcement information of the frame column, the object - oriented method is adopted to get the expressed pattern of the steel information. owing to " plane method " shop drawing steel information is expressed by geometry parameter, combine of the shop drawing and the detailed construct drawing can full express the steel information. by study of the information, this paper set up the steel parameter graph base

    對「平法」施工圖中框架柱鋼筋信息的注寫規則進行了深入的分析和研究，對完整反映框架柱鋼筋的各類信息表達特點進行了歸納，在此基礎上利用面向對象的程序設計方法及c + +語言建立了描述框架柱鋼筋所有信息的表達模型；由於在「平法」施工圖中各類構件鋼筋的幾何信息是一種抽象的以參數表達的信息，影響參數由圖中鋼筋的標注信息和標準構造詳圖中的構造要求確定。
  9. Problems and reinforcement to fissions cast - in - place frame beams of a workshop

    某廠房現澆框架梁裂縫分析及加固處理
  10. To guarantee the stability of the frame in strong earthquake motion, and on the basis of analysis on the concept of “ capacity design ” in the above three countries seismic design provisions, it is advised that the moment amplification coefficients at the bottom sections of columns for the frame structures in some seismic intensity be increased to reduce the possibility of the frame column yielding. taking the above three countries seismic codes as reference, it is recommended that it be added details of seismic design by using diagonal shear reinforcement to safeguard beams against sliding shear failure, when the positive - negative shear forces are reverse and the ratio is high

    為了保證在大震作用下框架結構的穩定性，借鑒國外規范「柱-梁承載力級差系數」的思想，本文提出了對部分抗震等級的框架結構的柱端抗彎能力增強系數應予以提高，以降低框架柱屈服的可能性;參照國外有關規范的發展，本文建議對于正、負剪力反向且比值較大的框架梁宜增加交叉斜筋，以防止沿垂直裂縫發生嚴重的剪切錯動。
  11. It has little effect on the enhancement of ultimate bearing capacity of frame column that the ratio of the hooped reinforcement in the joint area is increased again after it is up to a certain degree

    節點區箍筋加密到一定程度再提高配箍率，對框架柱極限承載能力的提高已沒有多大效果。
  12. The application of carbon fiber reinforced plastic in frame beam reinforcement of one factory building

    某廠房框架梁加固中碳纖維的應用
  13. Problems are often occurred : cross - section of frame columns depends upon the limit of axial compressive ratio, the constructional reinforcement ratio becomes the ratio of longitudinal reinforcing steel bar of frame columns, such problems are not reasonable

    經常出現的情況是：框架柱的斷面由軸壓比限值確定，而框架柱的配筋由構造配筋率決定，這其中存在著不合理的地方。
  14. Reinforcement method and construction of suspending frame of nanjiangkou bridge

    南江口大橋加固方案及懸掛式吊架施工
  15. In the test, two frames with the same size which is one - half of the reality frame ' s size and the same reinforcement were designed and made firstly. one frame is made of schsc named sf ; the other is made of nhsc named nf. secondly, the mts loading system was used to put the two frames under low - cyclic loading

    實驗結果表明：自密實混凝土框架正向屈服荷載、極限荷載和破壞荷載均較普通混凝土的大而其相應的位移卻相當；兩榀框架的破壞形式都是彎曲破壞，且兩者荷載-位移的滯回曲線與骨架曲線非常相似；自密實混凝土框架的延性系數略高於普通混凝土框架，兩者的耗能能力基本相當。
  16. Construction technique of interior masonry and exterior sliding scaffolding without frame of a 120m reinforcement concrete chimney

    鋼筋混凝土煙囪無井架內砌外滑施工技術
  17. According to the result of the internal force calculation, this paper introduces detailedly the design of tied frame prestress reinforcement, the checking calculation of section stress and intensity of arch and tied frame, also it provides some result files > arrangement drawings and main structure design drawings

    利用內力計算結果，本文還詳細介紹了系梁預應力配筋設計，拱肋和系梁截面應力和強度驗算及橫梁設計計算，並提供了部分計算結果文件、總體布置圖和主要結構設計圖紙。
  18. The contents include as follows : the influencing factors of the displacement ductility factor of the unbonded partially prestressed concrete frame structures, such as stirrup reinforcement characteristic value, nominal shear span ratio, axial compression ratio, the appearing order of plastic hinges and partial prestressing ralio ( ppr ) are discussed. the formula of displacement ductility factor of the unbonded partially prestressed concrete frame structures is suggested by regression analysis. with regard to the aseismic design and the request of ductility and energy dissipation, the restriction of the flat - beam / column sectional size and aseismic reinforced design are discussed

    本文主要包括以下內容：討論了配箍特徵值、名義剪跨比、軸壓比、塑性鉸出現順序、預應力度等因素對無粘結部分預應力混凝土框架位移延性系數的影響，回歸了考慮影響因素的位移延性系數計算公式；對無粘結部分預應力混凝土扁梁框架結構，闡述了抗震設計對扁梁、柱截面尺寸的要求與限制；對滿足延性和耗能要求的無粘結部分預應力混凝土扁梁控制截面抗震配筋進行了探討；通過對無粘結部分預應力混凝土扁梁梁端的受力分析，改進了以往扁梁梁端扭矩設計值計算公式。
  19. Effect of load and indirect load such as shrinkage, creep was often taken into account separately to satisfy the requirement of crack width in reinforcement design of large area prestressed concrete frame structures

    摘要大面積預應力混凝土框架結構設計時一般將直接荷載產生的作用與溫度、混凝土收縮產生的作用分開計算，分別配筋以滿足裂縫控制的要求，這種做法不盡合理。
  20. Reinforcement of a frame building by using fill - wall of clay solid bricks

    框架房屋利用粘土實心磚填充墻進行加固處理
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