板柱結構 的英文怎麼說

中文拼音 [bǎnzhùjiēgòu]
板柱結構 英文
slab column system
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. The two specimens, which are designed as : main beam - pre - stress beam ? floor ? frame columniation assemble the space specimens. in order to checkout whether the code can be applied for the special structure systems, the structure of the specimens refer to the current gb50010 - 2002 concrete structure design code and gb50011 - 2001 seismic resistant code

    本文試件的各組成件為:非預應力邊梁預應力梁框架組合空間試件,各組成件的造參照了現行《 gb50010 - 2002混凝土設計規范》及《 gb50011 - 2001抗震規范》的有關規定,以檢驗規范及設計條例能否適用於該特殊形式。
  2. The system is composed with concrete filled cold - formed square steel tube column, the beam with two cold formed c type steel welded together back to back, the slab with profiled - steel and concrete, the beam and the slab joined into composite steel - concrete beam. they all together make up of the bearing members. and the house also includes the light economical - energy sources heatproof walls

    該體系是以冷彎薄壁方鋼管混凝土為、冷彎薄壁c型鋼背靠背高頻焊接組成工字型梁、壓型鋼上現澆築混凝土組成組合樓並與梁一起成組合梁作為承重件,以輕質節能保溫型墻體作為圍護組成。
  3. Through conservatively treats 11 cases, single stage fixed 4 cases, the single stage two - sided fixed surgery treats 27 cases, thus, to analyze and revaluate three - pyramidal - column theory essence. [ result ] forty - two cases obtained the revisit completely, average follow - up for 28 months

    方法通過2001 ~ 2006年本院收治保存資料完整的脊單側疾患病例42例,其中單關節突疾患21例,單側椎疾患10例,單側椎弓根疾患7例,單側多疾患4例。
  4. The design and machining technology process of its molding part including the front moulding plate 、 front mould kernel 、 back mould plate 、 back mould kernel 、 back mould set piece 、 incline guide pin 、 slide steatite etc, and the choice and calculation of technology parameters of the impotent part, the design process of extrusion outfit, inject system and other makeup are specified in detail ; test and product have been introduced

    詳細地敘述了模具成型零件包括前模、前模仁、后模、后模仁、后模鑲件、斜導、滑塊等的設計與加工工藝過程,重要零件的工藝參數的選擇與計算,推出機與澆注系統以及其它的設計過程,並對試模與產品缺陷作了介紹。
  5. Application of caving mining technology with bottom under condition of flat dipping mid - thick body and unstable rock caused the most of trench and bottom drift, located in abutment, to be destroyed and low recovery in south area, xishimen iron mine

    摘要在緩傾斜中厚礦體底巖性不穩固的條件下,採用有底崩落法,由於電耙道大多處于空區邊部應力集中的部位,致使塹溝及底部巷道破壞嚴重而使回收率極低,採用無底崩落卸壓則可有效解決上述難題。
  6. Activity enclosure adopts steel construction, two - sided internal wall panel or single lamination type color wall panel pass bolted joint. all its parts are formed by standard component, assemble wantonly at the scene, fixing cycle short, the color can be as requested especially made. repeatable disassembly and assembly, without building rubbish, the appearance is beautiful

    活動圍墻採用鋼,雙面夾芯彩鋼或單層壓型彩鋼通過螺栓連接而成。其全部部件均由標準件成,現場任意拼裝,安裝周期短效果好,顏色可根據要求特別製作。可重復拆裝使用,無建築垃圾,外觀靚麗。
  7. Secondly, this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example, this paper carried out scheme design for this technology, and compared some different kinds of underpinning scheme and node and structure design, and put forward the method of " reinforcce steel bar through column " to build pile cap beam, " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect, and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam, etc. in the process of the consturction scheme research and implement, this paper synthetically elaborated the organizaton for project construction, put forward the construction technical measure of specific aim on the artificial pile, and pile cap beam, and underground adding layer and structure stabilization, and overall structure stabilization and so on. for this project, adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction, use flexible connection catch to make the cage hoisting easier to simplify the construction process, use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation

    本文首先對于基礎托換與加固技術的目的和意義、國內外發展狀況進行了綜合闡述;其次對該項技術工程分類及適應范圍進行了理論上的分析研究;然後合工程實例對該項技術進行了方案設計,對比幾種不同的托換方案和節點及造設計,提出了「通筋穿法」做承臺梁, 「抗彎抗剪錨筋法」強化加固效果, 「鋼箍法」做地基梁鋼筋連接點等多項技術;在施工方案的研究和實施過程中,對于工程施工組織進行綜合闡述,並就人工挖孔樁、承臺梁、地下加層及加固、整體穩定等專項施工方案提出有針對性的施工技術措施,人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型,使用柔性連接鉤進行鋼筋籠吊裝簡化施工工序;承臺梁施工採用梁主筋橫穿身化學膠錨固等;地下加層綜合施工技術採用土方分層對稱平衡開挖,分段挖土做筏基自穩等;最後對于該工程實施后的效果分析,說明該項綜合施工技術的可行性。
  8. This vessel is a steel catamaran cruiser of all - welded construction, with two semi - hulls, single deck and round bilge

    41 . 6m本船為鋼質全焊接雙體客船,雙片體單甲前傾艏圓舭型線。
  9. In this paper, the steps and frame of analysis and design is presented and the influence of column capital, drop panel, edge beam and flat beam on structural analysis is introduced

    在本文中,還給出了預應力混凝土板柱結構用等代框架法進行分析和設計的步驟和框圖,闡述了帽、托、邊梁、扁梁對內力分析的影響。
  10. Initial study of composite grid slab column structure

    組合式網格板柱結構的初探
  11. Cast - in situ concrete slab column structureokok. org

    現澆板柱結構
  12. The analysis result on prestressed concrete slab - column structure in regular column layout is closed to that of actual situation. for slab - column structure of variable slab width, approximation is needed or is replaced by fem

    等代框架法對規則板柱結構的分析比較接近真實情況,對帶寬度變化的板柱結構則需作近似或改用有限元法來計算。
  13. Prestressed concrete slab - column structure has been widely used in long - span and multistory building. there are four commonly used analysis methods for slab - column structure, which are direct design method, equivalent frame method, plasticity method and finite element method

    預應力混凝土板柱結構在大開間的多層及高層建築中得到了廣泛的應用,其設計方法有直接設計法、等代框架法、塑性分析法和有限元法等多種方法。
  14. This paper presents the element stiffness matrix and equivalent node force of the variable cross - section bar. so the approximation in structural analysis is avoided, and the calculation capacity of equivalent frame method is also developed. this helped the engineers avoid the fem, which consume much time and is difficult to master

    本文對帶寬度變化的板柱結構推導了變截面直桿單元的單元剛度矩陣和等效點荷載列陣,避免了在分析時所作的近似,也擴大了等代框架法的計算范圍,使工程技術人員免於使用佔用機時、難于掌握的有限元分析法。
  15. Punching capacity of slab - column edge connections

    板柱結構節點的受沖切承載力
  16. Integral prefabricated prestressed concrete slab column structure

    整體預應力板柱結構25
  17. Cast - in situ concrete slab column structure

    現澆板柱結構
  18. Slab column structure

    板柱結構2
  19. Slab column system

    板柱結構
  20. As a new structural engineering material, continuous carbon fiber sheet ( cfs ) has many advantages of excellent mechanical properties, such as high intension, convenience in use, low weight, non - dimensional increase, and immunity to corrosion, etc. in recent years, it has been put into use in the strengthening of reinforced concrete

    碳纖維布( cfs )作為一種具有良好力學性能的新材料,它具有抗拉強度高、重量輕、抗腐蝕、抗疲勞等優點,在鋼筋混凝土加固領域的應用越來越廣泛。近十幾年來,人們對用cfs進行鋼筋混凝土加固進行了大量研究,集中於利用cfs加固梁、,證明了其具有很高的推廣價值和巨大的社會經濟效益。
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