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Concrete with ultra-large volume, high strength and low hydration heat

A low heat of hydration, concrete technology, applied in the field of building materials, can solve the problems of reduced physical and mechanical properties of concrete, reduced concrete life, easy penetration of corrosive media, etc., achieve obvious pouring effect, improve the ability to resist cracking, and reduce hydration Effect of Heat and Heat Release Rate

Active Publication Date: 2011-11-16
SHANGHAI CONSTR BUILDING MATERIALS TECH GRP CO LTD +5
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, during the cooling process of concrete, the internal hot concrete restricts the shrinkage of the external cold concrete, that is, there is a temperature gradient in the internal temperature field, which forms a temperature stress and causes internal stress. In the constrained part, the shrinkage of the concrete will generate a large tensile stress ( Because the elastic modulus of concrete increases with age), if the ultimate tensile strength of concrete is exceeded, concrete cracks will appear, resulting in a decrease in the physical and mechanical properties of concrete, and the erosive medium is easy to penetrate into the concrete structure. reduce concrete life

Method used

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  • Concrete with ultra-large volume, high strength and low hydration heat
  • Concrete with ultra-large volume, high strength and low hydration heat
  • Concrete with ultra-large volume, high strength and low hydration heat

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Embodiment Construction

[0023] Below we will further elaborate on the ultra-large volume, high strength and low heat of hydration concrete of the present invention in conjunction with specific examples, and strive to understand the present invention more clearly from the aspects of theoretical design and practical application, but this cannot be used to limit the present invention. protection scope of the invention.

[0024] The control of cracks in super-large concrete is a systematic project. The selection and preparation of cementitious materials for mass concrete, concrete production and pouring construction, and maintenance will all affect the quality of the final concrete project. However, the heat of hydration of cementitious materials is the most important reference parameter for the design of mass concrete temperature crack control, and it is also the source of controlling the cracking of super-volume concrete. After a large number of small tests, multiple pilot tests and a simulation test,...

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Abstract

The invention relates to concrete with ultra-large volume, high strength and low hydration heat. The concrete comprises the following components in parts by weight (cube dosage kg / m3): 200-260 parts of cement, 100-160 parts of mineral powder, 80-100 parts of fly ash, 740-800 parts of fine aggregate, 1010-1050 parts of coarse aggregate, 4.0-5.0 parts of additive and 155-165 parts of water. The concrete with ultra-large volume, high strength and low hydration heat can be used to effectively reduce the hydration heat, greatly reduce the cracking risk of the large-volume concrete from the source and increase the engineering quality.

Description

technical field [0001] The invention relates to building materials, in particular to a super-large-volume, high-strength, low-heat-of-hydration concrete. Background technique [0002] Mass concrete was first used in hydraulic engineering, and it is widely used. In recent years, with the development of social economy and construction technology, the scale of buildings has continued to expand, and there are more and more high-rise buildings and super high-rise buildings. Mass concrete has gradually become an important part of building large facilities or super high-rise buildings. When mass concrete is widely used in high-rise and super high-rise buildings, long-span bridge structures and industrial buildings in the field of civil engineering, cracking occurs in many projects. The causes of mass concrete cracking can be divided into two categories: one is structural cracks, which are caused by external loads, including stress cracks caused by the main stress in conventional s...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04
Inventor 吴德龙陈建大龚剑陈康陈尧亮黄玉林
Owner SHANGHAI CONSTR BUILDING MATERIALS TECH GRP CO LTD
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