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浅析堤防工程砌石加固施工技术 被引量:4
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作者 张汉宏 《科技资讯》 2012年第23期65-65,共1页
堤防在运行过程中会出现险工险段,为确保堤防安全,需对其进行治理。由于浆砌石石块间空隙被充塞密实,具有较好的强度和整体性、密实性,可防止漏水渗水,增加抵抗侵蚀的能力。本文就堤防砌石加固施工作浅述。
关键词 堤防工程 砌石加固 施工技术
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福山源水库浆砌石重力坝加固设计
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作者 徐晶 《水利科学与寒区工程》 2022年第12期52-55,共4页
文章以江西省抚州市福山源水库浆砌石重力坝加固设计为例,通过对坝基进行帷幕灌浆和固结灌浆处理,拆除左右岸非溢流坝段,并在其上游侧重增设混凝土防渗面板,以此来解决大坝渗漏问题;对溢流坝段进行坝体补强灌浆处理以及上游面增设混凝... 文章以江西省抚州市福山源水库浆砌石重力坝加固设计为例,通过对坝基进行帷幕灌浆和固结灌浆处理,拆除左右岸非溢流坝段,并在其上游侧重增设混凝土防渗面板,以此来解决大坝渗漏问题;对溢流坝段进行坝体补强灌浆处理以及上游面增设混凝土防渗面板,增重了坝体容重,提供了溢流坝段的抗滑稳定性。经过对加固后的复核计算结果进行分析,证明大坝渗流隐患得以解除,溢流坝段及非溢流坝段在各种工况下抗滑稳定计算结果及基底应力计算结果均满足要求;溢流坝消能防冲复核计算结果亦在安全允许值范围,浆砌石重力坝加固设计方案合理可行。 展开更多
关键词 福山源水库 重力坝加固 非溢流坝段拆除重建 坝基帷幕灌浆
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东平湖水库砌石护坡喷射砼试验分析
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作者 黄宜更 戴景东 王继堂 《黄河水利职业技术学院学报》 2004年第4期12-13,共2页
砌石护坡翻修加固,过去一直采用块石砌筑法,这种办法不仅浪费了大量的山石资源,而且浪费人力、物力、财力。水泥裹沙喷射砼实验分析结果表明,砌石护坡采用喷射砼方法具有科学性、实用性、可行性。
关键词 水泥裹沙喷射砼 东平湖水库 护坡加固 施工工艺
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Behavior of Millstone Masonry Vaults Strengthened by Composite Materials
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作者 Maamoun Saade Stephan Kesteloot +2 位作者 Chafika Djelal Lotfi Hamitouche Idriss Benslimane 《Journal of Civil Engineering and Architecture》 2013年第8期932-939,共8页
Sewerage systems first appeared in Paris in the middle of 19th century. Even if the majority of structures are still in working order, their general state will deteriorate inexorably, and as reconstruction is not alwa... Sewerage systems first appeared in Paris in the middle of 19th century. Even if the majority of structures are still in working order, their general state will deteriorate inexorably, and as reconstruction is not always possible for cost and social impact reasons, rehabilitation is a solution adopted by many clients. It is necessary to resort to new rehabilitation techniques. Reinforcement by bonding composite materials has many advantages compared to other techniques. The objective of the experimental campaign presented in this paper is to study the addition of a lining by means of mortar reinforced by thin composite materials so as to restore masonry structures. To that purpose, crushing tests on masonry vaults have been carried out. The application of a lining made of mortar reinforced with composite materials has allowed increasing the breaking load and delaying the occurrence of the first cracks. This article presents the characterization of the materials. Moreover, the results of the breaking tests applied to masonry vaults are shown in this paper. A comparison with a traditional type of rehabilitation by a 6 cm-thick shotcrete lining will be performed. 展开更多
关键词 Composite materials MASONRY fiber coating SUSTAINABILITY REHABILITATION sewerage systems.
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