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Admixture for reducing viscosity and shrinkage stress of prefabricated thin-walled concrete and preparation method thereof

A thin-walled structure and shrinkage stress technology, applied in the field of building materials, can solve the problems of slow flow rate, high viscosity of concrete mixture, and high risk of cracking of prefabricated thin-walled concrete structures, and achieve early formwork removal and structural reinforcement High rate, improve the effect of its own crack resistance

Active Publication Date: 2022-06-03
NANJING HYDRAULIC RES INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0017] The purpose of the present invention is to provide a preparation method of an admixture that takes into account the effects of reducing viscosity and reducing shrinkage stress in view of the material and construction characteristics of prefabricated thin-walled concrete structures (such as prefabricated box girders, T beams, pier columns, etc.), so as to solve the problem of prefabricated concrete structures. Thin-walled concrete structures have high risk of cracking, high viscosity of concrete mixture, and slow flow speed, etc.

Method used

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  • Admixture for reducing viscosity and shrinkage stress of prefabricated thin-walled concrete and preparation method thereof
  • Admixture for reducing viscosity and shrinkage stress of prefabricated thin-walled concrete and preparation method thereof
  • Admixture for reducing viscosity and shrinkage stress of prefabricated thin-walled concrete and preparation method thereof

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Embodiment 1

[0055] The present embodiment provides an admixture for reducing viscosity and shrinkage stress for prefabricated thin-walled structural concrete and a preparation method thereof, comprising the following steps:

[0056] 1) Preparation steps of component A: ① Use two raw materials, dolomite and magnesite, which are crushed and ball-milled and passed through an 80 μm sieve, and then mixed according to the mass ratio of dolomite:magnesite 80:20; ② High temperature calcination , firstly heated to 500°C at a heating rate of 6°C / min and held for 90 minutes, then heated to 1000°C at a heating rate of 15°C / min and held for 30 minutes; 3. Take out after calcination, and immediately quench at a wind speed above 5m / s ; ④ After cooling to room temperature, pulverize it through a 300-mesh sieve to make powder.

[0057] 2) Preparation steps of modified component B: ① using ice crystal acrylic acid as raw material and adding it into a reactor with stirring blade, adding deionized water to p...

Embodiment 2

[0063] The present embodiment provides an admixture for reducing viscosity and shrinkage stress for prefabricated thin-walled structural concrete and a preparation method thereof, comprising the following steps:

[0064] 1) Preparation steps of component A: ① Use two raw materials, dolomite and magnesite, which are crushed and ball-milled and passed through an 80 μm sieve, and then mixed according to the mass ratio of dolomite:magnesite 80:20; ② High temperature calcination , firstly heated to 500°C at a heating rate of 6°C / min and held for 90 minutes, then heated to 1000°C at a heating rate of 15°C / min and held for 30 minutes; 3. Take out after calcination, and immediately quench at a wind speed above 5m / s ; ④ After cooling to room temperature, pulverize it through a 300-mesh sieve to make powder.

[0065] 2) Preparation steps of modified component B: ① Using sodium acrylate and vinyl acetate with a molar ratio of 1:1 as raw materials, adding them into a reactor with stirring...

Embodiment 3

[0071] The present embodiment provides an admixture for reducing viscosity and shrinkage stress for prefabricated thin-walled structural concrete and a preparation method thereof, comprising the following steps:

[0072] 1) Preparation steps of component A: ① Two raw materials, dolomite and magnesite are used, which are crushed and ball-milled and then passed through an 80 μm sieve, and then mixed according to the mass ratio of dolomite:magnesite 60:40; ② calcined at high temperature , firstly heated to 600°C at a heating rate of 10°C / min and kept for 60min, then heated to 1100°C at a heating rate of 15°C / min and kept for 30min; ③ After calcination, take it out and immediately quench it at a wind speed above 5m / s ; ④ After cooling to room temperature, pulverize it through a 400-mesh sieve to make powder.

[0073] 2) Preparation steps of modified component B: ① using ice crystal acrylic acid as raw material and adding it into a reactor with stirring blades, adding deionized wat...

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Abstract

The invention discloses an admixture for reducing viscosity and shrinkage stress for prefabricated thin-walled concrete and a preparation method thereof. The preparation method of the admixture for reducing the viscosity and shrinkage stress of the prefabricated thin-walled concrete comprises: first, the mineral raw material is crushed, ball milled, calcined, cooled, and ground to form the component A of the powder; Organic raw materials with a specific molar ratio are polymerized, crushed, dried, and pulverized to make powder modified component B; then modify component A with a specific weight portion of modified component B through a liquid coupling agent, Finally, powder component C prepared by reacting, cooling, disintegrating, drying and pulverizing raw materials such as polyethylene glycol methyl ether methacrylate, acrylamide, maleic anhydride and stearyl alcohol is added for mixing. The materials used in the present invention are all pollution-free, and the active components react in the hydration life cycle of the concrete material, and through the hydration cycle of the cement, the micro-expansion, slow release of water, reduce the water loss rate of the concrete, optimize the pore structure of the hardened cement stone, and reduce the capillary pores of the concrete The surface tension of the solution reduces the viscosity and shrinkage stress of the precast thin-walled concrete, thereby improving the constructability and crack resistance of the precast thin-walled concrete mixture.

Description

technical field [0001] The invention belongs to the field of building materials, and relates to an admixture for reducing viscosity and shrinkage stress for prefabricated thin-walled structural concrete and a preparation method thereof. Background technique [0002] Concrete is the largest and most widely used building material in the world today, but its brittle nature makes it poor in crack resistance, and micro-cracks are easily generated during construction or long-term use. The existence and development of these cracks will inevitably affect the performance of concrete structures and reduce the durability and service life of concrete. [0003] Prefabricated prefabricated thin-walled concrete components (fabricated bridge structures) are generally prestressed structures, and their durability risks mainly come from concrete cracking. Due to the process requirements of form removal and tensioning, the strength of thin-walled concrete of prefabricated components is high, a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B24/26C04B20/10
CPCC04B40/0046C04B20/1051C04B24/2694C04B14/28C04B14/303C04B20/1033Y02W30/91
Inventor 张丰白银赵文政林梅张金康祝烨然陈波宁逢伟吕乐乐蔡跃波历丹丹
Owner NANJING HYDRAULIC RES INST