steel piers 中文意思是什麼
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On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place
本文試圖就上述的這兩大方面的內容，從以下三個角度進行了初步研究： 1 、縱槽向抗震性能分析1 ）湯峪河吊桿拱支承結構的縱槽向地震效應較小；吊桿式拱架結構動力特性取決于槽墩和主拱圈的剛度，以及結構的整體性，故適當加大構件截面尺寸或提高砼標號，盡量降低結構的建築高度和重心，在構件連接和變截面處增設梗脅，按照約束混凝土的要求來加強箍筋的配置，增加砼的延性，以克服地震時構件連接和變截面處的應力集中造成的坡壞，並吸收大量的地震能量，從而起到隔震，減震的效果。 -
Juncture application of coarse screw thread reinforcing steel bar coop of main piers in xigang viaduct
鐓粗直螺紋鋼筋接頭在西港高架橋主墩鋼筋籠連接中的應用 -
Construction of cofferdam for bearing platform and steel sheet pile of main piers of huangzhou bridge
黃洲大橋主墩承臺鋼板樁圍堰施工 -
In the light of the low - lying pile cap foundations designed for main piers no. 2 and no. 3 of tianluo bridge on wenzhou - fuzhou railway. this paper describes the ways to resolve the construction problems of the foundations in deep water in sea and at seabed that is steep and without overburden, using the construction techniques of underwater rock blasting, steel cofferdam floating, positioning, bottom sealing and manual pile digging
摘要針對溫福鐵路田螺大橋2號、 3號主墩設計上採用低樁承臺基礎情況，介紹運用水下巖石爆破，浮運鋼圍堰就位、封底、人工挖孔樁等施工技術解決海上深水、河床陡峭且無覆蓋層的基礎施工難題。 -
This paper mainly makes the research of construction method for cast - in - situ concrete box girder of continuous girder bridge, using assembled highway bridge steel truss ( often known as bailey truss ) as the falsework, technical schemes for the falsework erected over river, particularly the rigid slant supports of the falsework on piers, and analysis, calculation methods and deformation of the falsework in accordance with the related tests in field
摘要主要研究了採用裝配式公路鋼橋桁架（通常稱為貝雷架）做為支架進行連續梁橋現澆箱梁混凝土的施工方法；研究了跨河施工支架的技術方案，特別是施工支架在橋墩上的剛性斜撐，同時結合現場試驗研究了施工支架的分析計算方法及變形。 -
This paper gives an account of the construction schemes of building artificial islands and sinking concrete cofferdams for shoal piers no. 53 and no. 59, and the construction schemes double - wall steel cofferdams for deep water piers no. 54 ~ 58 of hengyang xiangjiang river bridge on wuhan - guangzhou passenger dedicated railway
摘要介紹武廣客運專線衡陽湘江特大橋53號、 59號淺灘墩採用的築島、下沉混凝土圍堰施工方案，以及54 ~ 58號深水水中墩採用的雙壁鋼結構圍堰施工方案。 -
The overall length of the bridge is 27. 2km, and the bridge piers, composed of steel piles and platforms, have resistance to the flow in some degree
整個橋長27 . 2km ，橋墩由鋼樁和承臺組成，對水流有一定的阻力作用。 -
Its main span, which is 60m long, is made up of prestressed concrete continuous beam. the fourth pier, one of the main piers, adopts the compound foundation constituted with double - siding steel cofferdam and drilled shafts which stands on the deep - water and slopping river bed where geological condition is very complex, so the cofferdam has the trend of slippage
渝懷鐵路第20標段阿蓬江大橋全長343 . 06m ，主跨為60m的預應力混凝土連續梁， 4 #墩是其一個主墩，基礎採用雙壁鋼圍堰與鉆孔樁相結合的復合基礎。 -
This article introduce in detail the construction methodology which includes steel fabrication, piling excavating by manpower, bridge piers, bridge girder, ribs hoisting and the quality controlling in the process of construction
論文詳細介紹了深圳彩虹橋的施工方法，從鋼結構加工，到主橋人工挖孔樁施工技術、墩柱施工技術、蓋梁施工技術、拱肋吊裝施工技術和橋面梁系及附屬設施施工技術。
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