縮縫 的英文怎麼說

中文拼音 [suōféng]
縮縫 英文
contraction joint
  • : 縮構詞成分。
  • : 縫名詞1. (接合處) seam 2. (縫隙) crack; crevice; fissure; slit
  1. The paper is based on the construction of the express - highway between yiyang and changde in hunan province, aiming at enhancing the serviceability of cement concrete pavement, probing into the structural assemblage of the cement concrete pavement, the roadway drainage system, contraction joint with the dowel bar and precaution of bumping at the end of the abutment. it presents some achievements of the research, including more reasonable structural assemblage and roadway drainage system, the method of setting dowelled bar in contraction joint, putting forward the concept of stage - transition from rigid to flexile behind abutment

    本文以湖南省益陽至常德高速公路項目為依託,以提高水泥混凝土路面使用性能為目標,就水泥混凝土路面結構組合、路面排水系統、縮縫設置傳力桿、橋頭跳車問題的防治等方面開展研究和工程實踐,取得了豐富的研究成果,如研究採用了更合理的路面結構組合,設置了較完善的路面排水系統,在國內高速公路上率先全面採用縮縫加傳力桿技術,對所有橋涵構造物臺背全部採用剛柔過渡技術處理橋頭跳車問題等。
  2. Optimal analysis of slab thickness for prestressed cored slab jointless bridge

    無伸縮縫預應力空心板橋板厚優化分析研究
  3. Furthermore, the mode of jointless bridge was compared with joint bridge in this paper

    此外,還比較了整體式橋臺的無伸縮縫橋與有伸縮縫橋梁的模態差異。
  4. There are three kinds of crack include of structure crack, diagenetic crack and synaeresis crack in this area

    該區裂主要有構造、成巖和收縮縫三種類型。
  5. There has not been a scientific design theory about the jointless bridge whereas it has been conducted successfully for a long time in the u. s. the actual design ways basically depend on the experience and observaration. what is more, the analytical method and the design of the crunodal details are still dealed with on the whole. in fact, it is a very important part to deal with the crunodal structure between the abutment and beam in the design and conduction of the jointless bridge. in addition, the loaded properties of the crunode are the key and difficulty in the study of the jointless bridge. therefor, there are engineering and practical significances of analyzing the crunodal structure and studying its loaded properties

    盡管無伸縮縫橋梁在美國已經成功地使用了很長時間,但至今還沒有一個比較科學的設計理論。目前的設計方法基本上依賴于經驗與觀察,還沒有從根本上解決無伸縮縫橋梁有關的分析方法和設計細部構造。應該說,對于無伸縮縫橋梁而言,處理臺與主梁的結點構造是設計和施工中非常重要的部分,結點部分的受力性能是研究無伸縮縫橋梁的重點和難點。
  6. In order to improve the load transfer ability of the highway with heavy traffic, a dowel bar can be installed in the contraction joint of the rigid pavement

    摘要對于交通量日益增大的高速公路,可以通過增設傳力桿來提高路面縮縫的傳荷能力,有效地減少錯臺和斷板現象。
  7. Standard specification for preformed expansion joint filler for concrete paving and structural construction nonextruding and resilient bituminous types

    混凝土鋪面和結構建築用預制伸縮縫填料的標準規范
  8. Only bearings and extension joints need to be controlled at regular intervals.

    只有支座和伸縮縫需要定期檢查和調整。
  9. When adding the concrete antifreeze in winter construction, the cement used in c20 concrete should be higher than 300kg m3 and 450kg m3 for c40 concrete

    8處理伸縮縫。將發泡聚乙烯圓條壓入中,圓條外抹fnj型抹面。
  10. And we can produce bridge rubber parts, including bailey, expansion and bearing

    生產橋梁用伸縮縫、止水帶、橋梁支座等橡膠產品。
  11. The whole system is supported by the main jack arrangement when concreting, placed at the front supporting bracket and the ( rear ) suspension gallows ? or on supporting brackets only at the start and expansion joint spans

    整個系統在混凝土澆注過程中由前牛腿及(后)吊架上主千斤頂系統支撐,在起始段和伸縮縫處則在前後牛腿處支撐。
  12. Design method of shrinkage narrow slit on airport cement concrete road surface

    機場水泥混凝土道面板縮縫的窄設計方法
  13. Durability experiment and analysis on fiber concrete applied in bridge pavement

    聚丙烯纖維混凝土在橋面連續及伸縮縫中的應用
  14. This caused a great loss in many similar projects, so we are eager to find how it develops and how to prevent this phenomenon

    在工業與民用建築中,也有很多大體積砼嚴重開裂的例子,如武漢某大型箱體基礎,全長686米,設計上未留伸縮縫
  15. The crack - cleaning and cementation machine of airfield runway is one kind of special self - developed rear service equipment by our air force

    本課題的清灌機是針對機場伸縮縫的特殊狀況及要求而提出的研發課題。
  16. Influence of soil body behind the abutment stress distribution and stress carry - over length due to different coefficient of friction is analysised, through the experimental results and the space finite element analysis results of the model, actual measurement results tally with the computing results well. ( 4 ) new type semi - integral abutment bridge is from optimization design of conventional abutment bridge - dashuiting middle bridge. not only bridge at both ends

    分析了不同摩阻系數對臺後土體應力分佈和應力傳遞長度的影響,並對試驗結果和有限元分析進行了對比,實測結果和計算結果吻合良好; ( 4 )將有橋-大水町中橋優化設計為新型半整體式無橋,橋梁兩端均不設伸縮縫,路面也不設任何接
  17. With the development of the techniques for seismic mitigation and isolation, the fluid viscous dampers are usually equipped at the girder ends of long - span bridges in case the girder ends need to be restricted due to great amount of girder movement or the costly large expansion joints at the girder ends need to be protected

    摘要隨著減隔震技術的發展,在大跨度橋梁中,當梁端位移比較大需要限制位移(或梁端設置有價格高昂的大型伸縮縫,需要保護伸縮縫)時,梁端會設置阻尼器。
  18. To restrict the displacement at stiffening girder ends under action of earthquake and to ensure that the girders will not cause too fast movement speed towards the expansion joints lest the joints should be damaged, the constraint devices are intended to provide for the girder ends of xihoumen bridge, the zhoushan mainland and islands link project

    摘要為限制地震作用下加勁梁的梁端位移以及使梁體不對伸縮縫作用過大的速度以免損害伸縮縫,計劃對舟山大陸連島工程西堠門大橋設置梁端約束裝置。
  19. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無橋梁計算模型考慮了上部結構-下部結構-土的共同作用;臺後土抗力升溫時採用靜止土壓力加彈性土抗力,降溫時採用主動土壓力;分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無橋梁為實例,採用大型通用軟體ansys建立平面框架模型,進行彈性、大變形分析,模擬全橋受力和變形特點;同時建立與此對應的有伸縮縫橋梁和整體式橋臺無橋梁有限元模型,通過三種橋型同步加載對比分析,研究半整體式橋臺無橋梁獨特的受力特點和結構性能,總結其設計控制因素和構造要求。通過本文研究知:半整體式橋臺無橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近,結構整體剛度增大,併除去了伸縮縫病害;但主梁增加了軸力,下部結構剪力、彎矩較梁式橋大;綜合分析是一種受力合理有實踐和推廣價值的橋型。
  20. The pc rigid frame bridge can meet with the carrying capacity of long span bridge. this kind of structure is fit for the comfortable steer with no other expansion joints except for those at the two ends. it characterized the wholeness of structure, good astigmatic ability and load - bearing ability, construction rapidness, bright and pithiness bridge style, easy to maintain and convenient for segmental construction using the cantilever technique, so rigid frame bridge have taken an increasingly great proportion in bridges constructed and those under construction at city and county

    剛構橋能滿足特大跨徑橋梁的受力要求,除兩端以外無其他伸縮縫,有利於行車平順舒適,具有結構整體性能好、抗震能力強、承載能力強、施工快捷、橋體簡潔明快、維護方便和便於懸臂施工等結構特點,因而在城鄉已建和在建的橋梁中占據了越來越大的比重。
分享友人