Concrete used for steel reinforced concrete composite structure and having C230 strength grade

A technology of strength grade and combined structure, which is applied in the direction of mixed operation control, mixed operation control device, ceramic molding machine, etc., can solve the problems of poor natural bonding performance, etc., and achieve the effects of improving construction efficiency, saving steel materials, and high workability

Inactive Publication Date: 2016-08-10
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The strength grades of concrete used for steel-concrete composite structures in the prior art include low-strength high-performance concrete of C30, C35, C40, C45, C50 and C55, high-strength high-performance concrete of C60, C70, C80, C90 and C100, and C110, C120, C130, C140, and C150 ultra-high-strength high-performance concrete, as well as the preparation technology of C160, C170, C180, C190, and C200 ultra-high-strength high-performance concrete. ) between the high-strength concrete, and improve the durability of the structure; however, there are still ultra-high-strength high-performance concrete that cannot be extended to higher strength, and when it is used in steel-concrete composite structures, it cannot solve the problem of steel The problem of poor natural bonding performance with ultra-high-strength and high-performance concrete, so it cannot meet the requirements of civil engineering buildings extending to the air, underground and water, that is, super / ultra-high buildings, super / ultra-large spans, underground, sea or Underwater, ultra-durable and heavy, giant and novel structural engineering and other applications and development trends
In addition, in the prior art, there are also some preparation technologies for super / ultra-high strengthening and super / ultra-durability of concrete, but none of them involve or solve the natural relationship between section steel and ultra-high-strength high-performance concrete when used in SRC structures. The problem of poor bonding performance

Method used

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  • Concrete used for steel reinforced concrete composite structure and having C230 strength grade
  • Concrete used for steel reinforced concrete composite structure and having C230 strength grade
  • Concrete used for steel reinforced concrete composite structure and having C230 strength grade

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Experimental program
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Embodiment

[0069] (1) Raw materials

[0070] 1. Cement

[0071] Select Qinling brand P·Ⅰ62.5R cement with stable quality and good performance, and conduct an adaptability test with polycarboxylate concrete high-performance water reducer before use. The test method adopts the current building materials industry standard "Cement and The method in JC / T 1083-2008 Compatibility Test Method of Water Reducer has good compatibility with polycarboxylate concrete high performance water reducer. The performance indicators of the selected cement meet the requirements of current relevant national standards such as "Portland Cement and Ordinary Portland Cement" GB175-2007. It has low alkali content, low heat of hydration, and low water demand.

[0072] 2. Aggregate

[0073] Use sand and quartz sand with a mass ratio of 8:2.

[0074] The sand is medium-to-coarse and Bahe sand with smooth particles, hard texture, and good gradation. The quality of the sand conforms to the current building material in...

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Abstract

Concrete used for a steel reinforced concrete composite structure and having the C230 strength grade is disclosed. A ratio of cement, fine aggregate, coarse aggregate, water, a water reducing agent, a defoaming agent, silica fume, fly ash, an activator, an expanding agent and a composite plastic retaining agent is 495:755:1284:100.5:20:1.4:98:122:10.5:51:0.60. The preparing method includes fully mixing the water reducing agent, the activator and the composite plastic retaining agent with the water to obtain a mixture, adding the fine aggregate and one third of the mixture into a stirrer in order, fully mixing, adding the coarse aggregate one third of the mixture in order, fully stirring, adding the cement, the expanding agent, the silica fume and the fly ash, fully stirring, adding the defoaming agent and the rest of the mixture, stirring and discharging. The concrete significantly improves adhesion performance between section steel and concrete under natural states, effectively exerts mechanical properties of the steel and the concrete and synergistic properties, greatly improves bearing capacity, using performance and durability of structural components, and has good high size stability and economical performance.

Description

technical field [0001] The invention belongs to the technical field of building materials, and relates to an ultra-high-strength and high-performance concrete with a strength grade of C230 for steel-concrete composite structures. Background technique [0002] The invention of Portland cement in 1824 led to the rapid development of concrete technology. Its consumption is large and its scope of application ranks the highest in the world. Although concrete is a traditional man-made building material, because of its irreplaceable advantages (abundant raw materials, simple production process, high cost performance, etc.) and the continuous progress of concrete material science and technology, concrete has become the main body of civil engineering materials. , It will also be one of the indispensable main materials in future civil engineering and national construction. At the same time, with the continuous expansion of the city, the continuous increase of the population, the cont...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B24/24C04B18/08C04B14/06B28C5/00B28C7/00B28C7/02B28C7/04B28B11/24
CPCC04B28/04B28B11/245B28C5/003B28C7/0007B28C7/02B28C7/04C04B2201/52C04B2201/10C04B14/068C04B14/06C04B14/04C04B14/048C04B14/062C04B18/08C04B2103/50C04B22/08C04B22/143C04B24/121C04B2103/0068C04B2103/32C04B24/24Y02W30/91
Inventor 郑山锁董方园郑捷王帆侯丕吉张艺欣李磊孙龙飞秦卿杨威左河山石磊郑淏张晓辉周炎
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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