A High-Performance Repair Mixture to Restore and Protect Damaged Concrete Structures

被引:0
作者
Solovieva, Valentina [1 ]
Stepanova, Irina [1 ]
Soloviev, Dmitriy [1 ]
Kasatkina, Anna [1 ]
机构
[1] Emperor Alexander I St Petersburg State Transport, St Petersburg 190031, Russia
来源
TRANSPORTATION SOIL ENGINEERING IN COLD REGIONS, VOL 2 | 2020年 / 50卷
关键词
Repair mixture; Strength; Crack resistance; Integrity; Penetration effect; Protection; Water resistance; Modification; Activation; Corrosion resistance; Adhesive strength;
D O I
10.1007/978-981-15-0454-9_38
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In cold regions, one of the major problems is frozen soils, which periodically thaw unevenly, which negatively affects the stability and integrity of concrete structures. The research area is the construction in cold regions. It is shown in the paper that modified repair solutions based on a modified repair mixture have a double effect: penetration effect and protective one. The penetration effect of the mortar mix ensures an increase in compressive strength by two classes, water resistance by two grades and frost resistance by 100 cycles to the loosen concrete base. Repair compositions used as a protective material have high crack resistance, and they are corrosion-resistant materials relative to carbon dioxide and magnesia corrosion. At the same time, they are characterized by high adhesive strength to the concrete base, creating the integrity of the restored base and protective repair composition. The modified repair mix possesses highly effective protective properties in relation to the concrete basis, due to high indicators of durability, crack resistance and corrosion resistance.
引用
收藏
页码:369 / 375
页数:7
相关论文
共 50 条
[31]   Evaluation of the Thermal and Shrinkage Stresses in Restrained High-Performance Concrete [J].
Yang, Yang ;
Ma, Linhao ;
Huang, Jie ;
Gu, Chunping ;
Xu, Zhenjian ;
Liu, Jintao ;
Ni, Tongyuan .
MATERIALS, 2019, 12 (22)
[32]   INFLUENCE OF COARSE AGGREGATE ON ELASTIC PROPERTIES OF HIGH-PERFORMANCE CONCRETE [J].
BAALBAKI, W ;
BENMOKRANE, B ;
CHAALLAL, O ;
AITCIN, PC .
ACI MATERIALS JOURNAL, 1991, 88 (05) :499-503
[33]   Fracture properties of high-performance concrete containing fly ash [J].
Zhang, P. ;
Li, Q. ;
Zhang, H. .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART L-JOURNAL OF MATERIALS-DESIGN AND APPLICATIONS, 2012, 226 (L2) :170-176
[34]   Chemical prestressing of high-performance concrete reinforced with CFRP tendons [J].
Wyrzykowski, Mateusz ;
Terrasi, Giovanni ;
Lura, Pietro .
COMPOSITE STRUCTURES, 2020, 239
[35]   Bond between Ultra High-Performance Fiber Reinforced Concrete and existing concrete: a review [J].
Berthod, Lara ;
Trento, Daniel ;
Faleschini, Flora .
EUROPEAN ASSOCIATION ON QUALITY CONTROL OF BRIDGES AND STRUCTURES, EUROSTRUCT 2023, VOL 6, ISS 5, 2023, :1358-1365
[36]   Performance of Hybrid Nano-Modified Polymer Concrete (NMPC) and Ultra High-Performance Fiber Reinforced (UHPFRC) Walls in Protective Structures [J].
Arowojolu, Olaniyi ;
Ibrahim, Ahmed ;
Taha, Mahmoud Reda .
STRUCTURES CONFERENCE 2018: BLAST, IMPACT LOADING, AND RESPONSE; AND RESEARCH AND EDUCATION, 2018, :392-399
[37]   Flexural behavior of reinforced concrete beams: Comparative analysis between high-performance concrete and ordinary concrete [J].
Hamrat, Mostefa ;
Boulekbache, Bensaid ;
Et, Mohamed Chemrouk ;
Amziane, Sofiane .
INTERNATIONAL CONGRESS ON MATERIALS & STRUCTURAL STABILITY, 2014, 11
[38]   Effects of various fibres on high-temperature spalling in high-performance concrete [J].
Ozawa, Mitsuo ;
Morimoto, Hiroaki .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 71 :83-92
[39]   Improving Corrosion Resistance and Prolonging the Service Life of High-performance Concrete Structures Using Fly Ash and Ground Granulated Blast-furnace Slag [J].
Ho, Quan Van ;
Huynh, Trong-Phuoc .
PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2024, 68 (02) :669-683
[40]   Performance and modeling of high-performance steel fiber reinforced concrete under impact loads [J].
Perumal, Ramadoss .
COMPUTERS AND CONCRETE, 2014, 13 (02) :255-270