搭板 的英文怎麼說
中文拼音 [bǎn]
搭板
英文
attachment strap搭板對接 butt joint; 搭板對接焊縫 strapped weld; 搭板對接合 butt strap（ped） joint; 搭板鉚釘對接 rivet joint with butt strap-
Comparing with the same category overseas jointless bridges, the new type bridge has more reasonable structure, more simple and convenient construction, and better use effect etc. the main work in this paper is described as follows : ( 1 ) this paper introduces phylogeny and reseach survey of the joints bridge inland and abroad, and a new jointless bridge structure ? new type semi - integral abutment bridge is based on these, which characteristic of own structure and setting of primary component are expatiated. ( 2 ) this paper analyses influence of temperature effect, creep, shrinkage and circumambient soil of run - on slab on the new type structure, and analyses the forcing performance of beam, abutment and run - on slab of the new type semi - integral abutment bridge, and constrast to the same category joints bridges
本文主要做了以下工作: （ 1 ）介紹了無縫橋梁在國內外的發展歷史、研究概況，並在此基礎上提出了一種新的無縫橋梁結構形式-新型半整體式無縫橋梁，闡述了它特有的結構形式以及主要構件的設置; （ 2 ）分析了溫度效應、徐變和收縮以及搭板周圍土體對這種新型結構的影響，對新型半整體式無縫橋主梁、橋臺以及搭板進行了受力性能分析，並和同類無縫橋梁進行了對比分析。With the style of classicality and elegance, it is suitable for matching with any color of panel
古典尊貴高雅，適用於搭配各式板材顏色Invite foreign students to attend the singer, theatrical joint performance, art festival, blackboard newspaper appraisal, composition competition, ball games and track and field sports meeting, and make the chinese and foreign students of different nations, complexions and languages to compete on the same stage, and construct a better platform for communication during the course of showing talents and personality
每學期邀請留學生參加校內舉辦的歌手大賽、文藝匯演、藝術節、黑板報評比、徵文比賽、球類競賽、田徑運動會等文體活動，讓不同國籍、膚色、母語的中外學生同臺競技，在展現才藝、個性的過程中搭建更好的交流平臺。Directed against the jump disease at bridge abutment in the high - grade highway, for the first time, the paper puts forward the treatment method of the flexible approach slab, which is consisted of geocell
針對我國高等級公路路橋過渡段橋頭跳車病害嚴重的現狀，本文首次提出了由土工格室構成的楔型柔性搭板處治技術。Applicafion of semiarch - type transition slab at bridge head
半拱式弧形橋頭搭板的應用With the help of marc program, the author, through simulating the different foundation condition, analyzes the changed rule of stress and displacement, discusses the active mechanic of the flexible approach slab in dealing with the jump
文中運用marc軟體，通過模擬不同的地基條件，分析應力和位移的變化規律，研究了楔型柔性搭板在處治橋頭跳車中的作用性狀。Pit railways ; rails s 30, butt strap fl 30
礦山鐵路. s30鋼軌. fi30對接搭板Anchorage provisions for installation of child restraint tether straps in rear seating positions
後座兒童減震系繩搭板錨固規定Ceramic column plate
陶瓷搭板Finally, the paper tests the effect of the flexible approach slab used in the real project and sums up the techniques and requirements of construction
最後，結合實際工程進行了分析驗證，同時對楔型柔性搭板的施工過程和要求進行了總結。Through the laplace transform method, the author has a systemic study on the tolerable differential settlement of the bridge approach with and without approach slabs
本文通過拉普拉斯變換對設和不設搭板路橋過渡段的容許差異沉降進行了系統研究。After investigating the cause the damage to the bridge, i think it includes two factors, one is singly board to afford the force. the other is one of evacuated base of face plates connecting with bridge. this problems lie in almost all high ways
對宣大高速公路小橋涵進行病害調查后，總結分類病害存在主要為單板受力和橋頭搭板底脫空，這也幾乎是所有高速公路都普遍存在的問題。By analyzing the effects of some factors on the settlement of backfill behind abutment, such as module of embankment filler, module of flexible approach slab, spacing, layer nlength, the paper proposes some important design parameters. as a result, the design is optimized
通過分析路基填料類型、柔性搭板模量、間距、層數、長度等因素對沉降的影響，得出了一些有指導意義的設計參數，從而優化了設計。According to the theory, the method of using half - rigid pile reinforce the embankment below the corbel of the approach slab which form a composite foundation and realize rigidity gradation, is put forward in this paper and the formula to calculate pile - soil stress ratio in light of visic curvity expansive theory is also deduced here which can be used in design
應用這一理論，本文提出了採用半剛性擠密樁復合地基加固橋頭搭板枕梁下路堤實現，路、橋的剛柔過渡方法。針對低強度半剛性擠密樁計算理論的現狀，本文應用魏西克（ visic ）擴孔理論推導了計算樁土應力比的理論公式，可供設計階段採用。This paper summarizes the cause of jump at bridge abutment and damage degree, and researches the jump mechanism in the segment having bridge abutment slab and not having bridge abutment slab, and puts forward the trajectory equation when the vehicles jump
本文對橋頭跳車病害產生的原因、危害程度進行了歸納分析，對設置橋頭搭板路段和未設置橋頭搭板路段的跳車機理進行了分析研究，提出了車輛在橋頭跳車時的軌跡方程。To the cause of the evacuated bare efface plate. connecting with bridge, we refer to other means used in highways and search a method of injecting the grout to the base. during almost one year, the result was satisfying what is more the method is simple. adaptable and benifical
橋頭搭板底脫空的病害，在參考其他高速公路的處治方法，制訂了橋頭搭板注漿的方法，在處治完后的近一年的使用期內，效果良好，其方法簡單、適用、經濟。Interaction of run - on slab and soil is simulated by “ m ” method, run - on slab is constrained by soil through the vertival and horizontal, advances computing model of new type semi - integral abutment bridge. ( 3 ) this paper takes hengyang dashuiting middle bridge for test supporting project, designs full scale model test which can reflect truly interaction of beam, run - on slab and the embankment behind the abutment of new type semi - integral abutment bridge
通過「 」法來模擬搭板與土體之間的相互作用，用豎向彈簧和水平彈簧來實現土體對搭板的約束作用，建立了新型半整體式無縫橋梁的計算模型; （ 3 ）以衡陽大水町中橋為試驗依託工程，設計了能真實反映新型半整體式無縫橋主梁、搭板以及臺后填土相互作用的足尺模型試驗。Then, taking into account the effect of the compression of the approach roadway and the differential slope of the bridge slab, the author analyzes the dynamic response of man - vehicle - road system when the vehicle approaches and leaves the bridge by means of laplace transform, the curve of man ' s acceleration versus time, the vertical force between the vehicle and road versus time, the man ' s maximum transient vibration value and the maximum force between the vehicle and road are got, and the program about the calculating progress above are edited. based on the analysis above, the influence on the maximum transient vibration value of some parameters about the vehicle and road such as the movement direction and speed and weight of the vehicle, the differential slope of the bridge slab and the length of the approach slab, are studied, and some conclusion are given
分上橋和下橋兩種情況，考慮車路耦合和橋面沉降坡差的影響，對車輛通過設和不設搭板的路橋過渡段時「人?車?路」系統的相互作用用拉普拉斯變換法進行了動力響應分析，得到了人的加速度及路面對車的垂直作用力隨時間的變化曲線、人的加速度最大瞬態振動值和路面對車的最大作用力，分析了車輛的行進方向、速度和載重，橋面沉降坡差和搭板長度等車和路各參數對計算結果的影響，並編制了相應的計算程序。The author respectively gives the calculating model including the end of the bridge and the approach embankment with and without approach slabs according to the real differential settlement that occurred, and, according to the effect to the comfort and safety of the vehicle passing bridge approach, takes the tolerable differential movement of the embankment / structure interface and the tolerable differential slope of the approach slab as the tolerable differential settlement when with and without the approach slab respectively
論文根據路橋過渡段的實際差異沉降圖式分別確定了不設和設搭板的路橋過渡段計算模型，根據對行車舒適性和安全性的影響，把容許臺階高度和搭板容許縱坡變化值分別作為不設和設搭板路橋過渡段的容許差異沉降控制指標。New type semi - integral abutment bridge cancels expansion joints ( including the expansion joints between end beam and abutment ), and shifts away the beam thermal movements to the end of the run - on slab, which are absorbed by soil body of definite length range behind the abutment
新型半整體式無縫橋取消了全橋伸縮縫（包括梁端和橋臺之間的伸縮縫） ，將主梁、橋臺和搭板緊密相連，採用斜置搭板，將梁體變形延至搭板末端，通過臺后一定長度范圍的土體來吸納橋梁的伸縮變形。分享友人