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关于桥梁结构的轻集料混凝土——现状

Lightweight Aggregate Concrete with Regard to Bridge Structures-State of the Art.

作者信息

Piechaczek Marcin, Ostrowski Krzysztof Adam, Furtak Kazimierz

机构信息

CUT Doctoral School, Faculty of Civil Engineering, Cracow University of Technology, ul. Warszawska 24, 31-155 Cracow, Poland.

Faculty of Civil Engineering, Cracow University of Technology, ul. Warszawska 24, 31-155 Cracow, Poland.

出版信息

Materials (Basel). 2025 Aug 19;18(16):3874. doi: 10.3390/ma18163874.

DOI:10.3390/ma18163874
PMID:40870192
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC12387660/
Abstract

The article presents a recognition of the current state of the art in the field of bridge structures made using concrete on lightweight aggregate. The article aims to show the reader why aggregate with low mechanical parameters and high absorption can be used in demanding bridge constructions. Divided into two parts, the first presents the history of both topics and compiles the parameters of currently used lightweight aggregates by considering the guidelines applicable in the EU, China, and America concerning bridge construction. The literature review conducted highlighted both the advantages and disadvantages of using lightweight aggregates, presented the knowledge accumulated to date in this area, and identified important research gaps regarding lightweight aggregates. The second part discusses existing or planned bridge structures, taking into account their shapes and material properties. In summary, the challenges involved in the development of lightweight aggregate for bridge structures. The results obtained from the analysis will provide a basis for further research into the development of original lightweight aggregate for bridge structures.

摘要

本文介绍了使用轻骨料制成的桥梁结构领域的当前技术现状。本文旨在向读者展示为何机械参数低且吸水率高的骨料可用于要求苛刻的桥梁建设中。文章分为两部分,第一部分介绍了这两个主题的历史,并通过考虑欧盟、中国和美国适用的桥梁建设指南,汇编了当前使用的轻骨料的参数。所进行的文献综述突出了使用轻骨料的优点和缺点,展示了该领域迄今为止积累的知识,并确定了关于轻骨料的重要研究空白。第二部分讨论了现有的或计划中的桥梁结构,同时考虑了它们的形状和材料特性。总之,探讨了桥梁结构轻骨料开发中涉及的挑战。分析得出的结果将为进一步研究开发用于桥梁结构的新型轻骨料提供基础。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/e1aba72f129d/materials-18-03874-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/51b7b77d8c84/materials-18-03874-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/4aba2c7441ca/materials-18-03874-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/ac58a0667050/materials-18-03874-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/7f372109bb25/materials-18-03874-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/ada13001763e/materials-18-03874-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/1926cc5cf000/materials-18-03874-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/df6c8e91e5a1/materials-18-03874-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/5ec20c5991c1/materials-18-03874-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/f043611afde0/materials-18-03874-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/e1aba72f129d/materials-18-03874-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/51b7b77d8c84/materials-18-03874-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/4aba2c7441ca/materials-18-03874-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/ac58a0667050/materials-18-03874-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/7f372109bb25/materials-18-03874-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/ada13001763e/materials-18-03874-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/1926cc5cf000/materials-18-03874-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/df6c8e91e5a1/materials-18-03874-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/5ec20c5991c1/materials-18-03874-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/f043611afde0/materials-18-03874-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/488e/12387660/e1aba72f129d/materials-18-03874-g010.jpg

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本文引用的文献

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Materials (Basel). 2020 Dec 2;13(23):5501. doi: 10.3390/ma13235501.
2
Durability of Structural Lightweight Concrete with Sintered Fly Ash Aggregate.采用烧结粉煤灰集料的结构轻混凝土的耐久性
Materials (Basel). 2020 Oct 14;13(20):4565. doi: 10.3390/ma13204565.
3
Performance Degradation and Microscopic Analysis of Lightweight Aggregate Concrete after Exposure to High Temperature.
轻质骨料混凝土高温后性能退化及微观分析
Materials (Basel). 2020 Mar 28;13(7):1566. doi: 10.3390/ma13071566.
4
Lightweight Concrete-From Basics to Innovations.轻质混凝土——从基础到创新
Materials (Basel). 2020 Mar 3;13(5):1120. doi: 10.3390/ma13051120.
5
The Preparation and Properties of a Shell Structure Ceramsite.一种壳结构陶粒的制备与性能
Materials (Basel). 2020 Feb 24;13(4):1009. doi: 10.3390/ma13041009.
6
Properties of Lightweight Aggregate Concrete Reinforced with Carbon and/or Polypropylene Fibers.碳和/或聚丙烯纤维增强轻集料混凝土的性能
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Lightweight SFRC Benefitting from a Pre-Soaking and Internal Curing Process.受益于预浸泡和内部养护过程的轻质钢纤维混凝土
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A Review on the Carbonation and Chloride Penetration Resistance of Structural Lightweight Aggregate Concrete.结构轻集料混凝土碳化与抗氯离子渗透性能综述
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