箱梁平衡悬臂施工法

CI-TECH Pub Date : 2021-11-28 DOI:10.33005/ci-tech.v2i2.48
DW. Hendro Kustarto
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引用次数: 0

摘要

施工为连续预应力箱梁的引桥是Suramadu桥的一部分,作为堤道与电缆桥(主跨)之间的连接,由泗水侧和马杜罗侧两部分组成,每一部分都具有相同的几何(对称)在实施顺序上,泗水侧与马杜罗侧略有不同,其中马杜罗侧仍指初始设计;而泗水方面则略有改变,目的是加快实施时间。原则上,这一变化并不影响建筑的强度、耐久性和安全性,只局限于实施时间的问题。两座引桥(泗水和马杜拉两侧)由两部分组成,第一部分是连续箱梁,侧跨2 × 40.00,中跨7 × 80.00m,第二部分是v型桥墩,跨32.00 m。采用平衡悬臂施工方法消除了这些困难。为了缩短泗水一侧方法的实施时间,即通过重新排列序列,使多个闭包同时完成,而不会降低初始设计中指定的结构强度。至于泗水这边,东西两边都有变化,理论上这个变化会节省大约10天的时间,这是完成1次关闭所需的时间。Suramadu引桥的最终优化是桥墩之间的跨度为80米,纵向坡度为4%,采用单单元箱梁形状,这将加快施工速度并减少工作量,并采用空心柱形。在泗水一侧的引桥上同时进行了几次封闭。考虑到泗水方面已经落后于计划,这样做是为了加快实施速度。)
本文章由计算机程序翻译,如有差异,请以英文原文为准。
BOX GIRDER BALANCE CANTILEVER CONSTRUCTION METHOD
The apporach bridge whose construction is a continuous prestressed box girder is part of the Suramadu bridge as a link between the cause-way and the cable bridge (main span), and consists of two parts, namely the Surabaya side and the Madura side, each of which has the same geometric (symmetric)In the sequence of implementation, the Surabaya side is slightly different from the Madura side, where the Madura side still refers to the initial design, while the Surabaya side changes slightly with the aim of speeding up the implementation time. In principle, this change does not affect the strength, durability and safety of the construction, only limited to the issue of implementation time.The two approach bridges (Surabaya and Madura sides) consist of 2 parts, the first is a continuous box girder with a side span of 2 x 40.00 and a middle span of 7x 80.00m, the second is a V-pier with a span of 32.00 m. The balanced cantilever construction method is applied to eliminate these difficulties. To shorten the implementation time on the Surabaya side approach, that is by rearranging the sequences in such a way that there are several closures that are done simultaneously without reducing the strength of the structure specified in the initial design. As for the Surabaya side, there are changes for both the West and East sides, theoretically this change will save about 10 days, which is the length of time it takes to complete 1 closure. The final optimization of the Suramadu Approach bridge is with a span of 80 m between piers with a longitudinal slope of 4%, with a single cell box girder shape that will speed up execution and reduce the quantity of work and has a hollow shaped pillar. There are several closures carried out simultaneously on the approach bridge on the Surabaya side. This is done to speed up the implementation, considering that the Surabaya side is already behind the schedule.)  
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