TSNIIPSK公司“43282公里”项目钢-混凝土跨结构受力调节参数的论证

I. Belutsky, S. Kudryavtsev, Igor V. Lazarev
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引用次数: 1

摘要

自20世纪50年代末以来,在公路桥梁中广泛使用钢-钢筋混凝土跨距,用于跨越重大水障的大跨距桥梁的配置。迄今为止,需要重建这种跨距结构,包括根据TsNIIPSK公司开发的“43282公里”项目设计和建造的跨距结构的问题日益重要。作者分析了特定对象的作品的生产阶段,开发了整个复杂的作品的实施,利用力调节的方法进行重建。在滨海边疆区卡巴尔加河大桥的建设过程中,成功地实施了提出的工作顺序。这使得保留现有的跨度结构(主梁和支撑)成为可能,用新的金属正交异性板取代磨损的钢筋混凝土板,同时确保在拆除现有的巷道板和建造新的巷道板的过程中满足实体墙梁的弯曲-扭转形状的强度和稳定性条件。考虑到钢-钢筋混凝土桥梁是跨越大型水障而建造的,由于其长度较大,其成本非常显著,使用现有支架进行改造可以显著降低施工成本,因此,对现有钢-钢筋混凝土跨结构进行升级改造的可能性无疑是有意义的。根据作者提出的结构和技术措施,可以对现有的不能完全满足现代承载能力和吞吐量要求的钢筋混凝土桥梁进行改造并有效实施。
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Justification of the parameters of regulationof forces for steel-reinforced concrete span structures from project “43282 km” by TSNIIPSK
Steel-reinforced concrete spans in road bridges have been widely used since the late 1950s, in the configuration of large-span bridges built across significant water barriers. To date, the issue of the need to reconstruct such span structures, including those designed and built according to the project “43282 km” developed by TsNIIPSK, is becoming increasingly relevant. The authors analyze the stages of the production of works of a particular object, developed for the implementation of the entire complex of works on its reconstruction using the method of force regulation. The presented order of work was successfully implemented during construction of the bridge over Kabarga River in Primorsky Krai. This made it possible to preserve the existing structure of the span (main beams and braces), replacing the worn-out reinforced concrete slab with a new - metal orthotropic one, while ensuring that the conditions of strength and stability of the flexural-torsional shape of solid-walled beams are met, in the process of dismantling the existing roadway slab and constructing a new one. Considering that steel-reinforced concrete bridges are built across large water barriers and have a very significant cost due to their large length, reconstruction using existing supports can significantly reduce the cost of construction, so, the possibility of upgrading the existing steel-reinforced concrete span structure is, undoubtedly, relevant. Based on the structural and technological measures presented by the authors, it is possible to carry out and effectively implement work on the reconstruction of the existing steel-reinforced concrete bridges that do not fully meet modern requirements for load capacity and throughput.
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审稿时长
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