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Bond-slip model between steel bars and nano-SiO2 and PVA fiber reinforced geopolymer mortar

A geopolymer, bond-slip technology, applied in the fields of instrumentation, computer material science, cement production, etc., can solve the problems of low deformation resistance, inability to guarantee building safety, insufficient durability, etc., and improve the ultimate bond strength. , Suppress original cracks, enhance the effect of remarkable effect

Active Publication Date: 2019-05-24
ZHENGZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0002] Concrete and mortar are widely used materials in hydraulic engineering and civil engineering, and play a key role in engineering construction. Over time, many concrete structures in humid environments or industrial environments have suffered corrosion damage to varying degrees , leading to a decline in the durability of the structure, and many unfavorable hidden dangers, it is urgent to carry out local repair and reinforcement
Cement mortar has become the most widely used concrete repair and reinforcement material due to its advantages of low cost, convenient construction, and stable properties. However, traditional cement mortar has many inherent defects, such as low toughness, low tensile strength, and insufficient durability. , easy to crack, etc., if it is used as a repair material for concrete structures, it will inevitably cause problems such as weak interface bonding and easy cracking, leaving potential safety hazards, while geopolymers have good high temperature resistance, high strength, and corrosion resistance. At the same time, geopolymer is a kind of highly brittle inorganic gelling material. Geopolymer mortar and cement mortar have the same problems of high brittleness, low toughness and low deformation resistance. Therefore, using The incorporation of PVA short fibers into geopolymer composites can enhance the toughness of geopolymer-based composites, and change the failure mode of composites from brittle failure to ductile failure. The modified geopolymer mortar is used as a repair material to improve the performance of new and old materials. The bonding performance of the concrete joint surface, due to the different materials of new and old concrete, its drying shrinkage deformation and temperature deformation are not coordinated, which is extremely unfavorable for the work of the two. In the existing technology, the accuracy of the bond-slip model is low and cannot be guaranteed. Building Safety in Engineering Construction

Method used

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Embodiment Construction

[0026] In order to make the above objectives, features and advantages of the present invention more obvious and understandable, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0027] The invention provides a steel bar and nano SiO 2 Bond slip model between PVA fiber reinforced geopolymer mortar:

[0028] Step S1: Put several identical SiO 2 Wipe test piece 2 of PVA fiber with different content and different content, measure the size, and calculate the shear area of ​​test piece 2;

[0029] Step S2: Place the test piece 2 in the middle position of the lower base plate 1, make the lower end of the shear test piece 2 contact the lower base plate 1, and the upper end contact the loading plate 3, so as to form a shear to the test piece 2. Align the center of the electro-hydraulic three-axis servo tester with the center of the lower plate 1 of the electro-hydraulic three-axis servo tester, start the e...

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Abstract

The invention discloses a bond-slip model between steel bars and nano-SiO2 and PVA fiber reinforced geopolymer mortar. The bond-slip model between steel bars and nano-SiO2 and PVA fiber reinforced geopolymer mortar is characterized by wiping out a plurality of test pieces with the same SiO2 content and different dosage of PVA fibers, measuring the size, and calculating the shearing area of the test pieces; placing the test pieces in the middle position of a lower bottom plate, so as to cut the lower end of each test piece to enable the lower end of the test piece to contact the lower bottom plate and enable the upper end of the test piece to contact a loading plate to form a shear of the test piece, aligning the center of the test piece with the center of a lower platen of an electro-hydraulic three-axis servo test machine, starting the electro-hydraulic three-axis servo test machine, and uniformly, continuously and slowly loading; and loading in a mode of mixed control of load gradingand deformation grading, when the test piece is damaged by shearing, resetting the instrument, recording the damaged load and the damaged position, and calculating the shearing strength while the bonding strength is the shearing strength. The bond-slip model between steel bars and nano-SiO2 and PVA fiber reinforced geopolymer mortar reduces maintenance costs, realizes environmental optimization and prolongs the service life of the structure in engineering construction.

Description

Technical field [0001] The invention relates to the field of model building of inorganic polymer materials, in particular to a steel bar and nano SiO 2 Bond slip model between PVA fiber reinforced polymer mortar. Background technique [0002] Concrete and mortar are widely used materials in water conservancy engineering and civil engineering, and play a key role in engineering construction. As time goes by, many concrete structures in humid or industrial environments have experienced different degrees of corrosion damage , Resulting in a decline in the durability of the structure, resulting in many unfavorable hidden dangers, urgent local repair and reinforcement. Cement mortar has become the most widely used concrete repair and reinforcement material due to its low cost, convenient construction, and stable properties. However, traditional cement mortar has many inherent defects, such as low toughness, low tensile strength, and insufficient durability. , Easy to crack, etc., if ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G16C60/00G01N19/04
CPCY02P40/10
Inventor 张鹏亢洛宜李清富王娟焦美菊付世东张凯旋
Owner ZHENGZHOU UNIV
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