Immersed tube foundation post-filling concrete

A technology of concrete and concrete admixture, which is applied in the field of civil construction engineering, can solve the problems of inability to effectively realize the sealing performance and stability of the filling part, achieve good underwater non-dispersibility, ensure stable quality, and good flow performance.

Active Publication Date: 2017-07-14
CCCC WUHAN HARBOR ENG DESIGN & RES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to overcome the problems and deficiencies in the prior art that the immersed tube foundation is filled with low-strength mortar and the anti-scouring performance is difficult to achieve a comprehensive balanced optimization, especially it is difficult to prepare ultra-low-strength filled concrete to match the foundation , to provide a filling concrete, especially a kind of ultra-low-strength high-flowing non-dispersible concrete, to effectively improve the fullness and durability of the foundation filling of the immersed tube, and overcome the inability to effectively achieve the sealing of the filling part during the filling process of the immersed tube Cons of performance and stability

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] Filled concrete consists of the following components in parts by weight: limestone powder 107kg, bentonite 18kg, Portland cement 89kg, fly ash 142kg, anti-dispersant 6 kg, tackifier 3.3 kg, high-performance polycarboxylate superplasticizer 4kg, 701kg of natural sand, 757kg of crushed stone and 214kg of water are processed and mixed by the prior art method, and mixed to obtain filled concrete. After testing the above-mentioned filled concrete, the slump expansion is 560mm, and the bulk density is 2025kg / m 3 , 7-day compressive strength 3.2MPa, 28-day compressive strength 9.0MPa, suspended matter content 55 mg / L, bleeding rate 0.

Embodiment 2

[0027] To prepare filled concrete, weigh the following ingredients: limestone powder 98 kg, bentonite 24 kg, Portland cement 64 kg, fly ash 108 kg, anti-dispersant 6.5 kg, tackifier 3 kg, high-performance polycarboxylate superplasticizer 4 kg, 578 kg of natural sand, 624 kg of crushed stone and 206 kg of water, mix well and stir for 3 minutes to obtain filled concrete. After testing the above-mentioned filled concrete, the slump expansion is 550mm, and the bulk density is 1850kg / m 3 , 7-day compressive strength 0.65MPa, 28-day compressive strength 2.18MPa, suspended matter content 46mg / L, bleeding rate 0.

Embodiment 3

[0029] Preparation of Filled Concrete

[0030] The following ingredients were weighed: 98 kg of limestone powder, 24 kg of bentonite, 64 kg of Portland cement, 108 kg of fly ash, 7.8 kg of anti-dispersion agent, 3.5 kg of tackifier, 3 kg of high-performance polycarboxylate superplasticizer, 578 kg of natural sand, 624 kg of gravel and 235 kg of water. Mix well and stir for 3 minutes to get filled concrete. After testing the above-mentioned filled concrete, the slump expansion is 550mm, and the bulk density is 1750kg / m 3 , the gas content is greater than 10%, the 7-day compressive strength is 0.64MPa, the 28-day compressive strength is 0.92MPa, the suspended matter content is 40mg / L, and the bleeding rate is 0.

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Abstract

The present invention discloses a filling concrete, which comprises a concrete mixture, a concrete admixture and a cementing material, wherein the concrete mixture is inert powder, the concrete admixture comprises one or a plurality of materials selected from an anti-dispersing agent, a tackifier and a high-performance polycarboxylate water-reducing agent, the use amount of the cementing material is 270-400 kg/m<3>, the sand rate is 45-52%, and the water-cement ratio is 0.56-0.85. According to the present invention, the concrete has good flowing performance, can achieve the self-leveling effect under water, has good underwater non-dispersibility, and can effectively resist seawater erosion, wherein the zero bleeding rate of the concrete can ensure the immersed tube foundation post-filling fullness in a seawater environment.

Description

technical field [0001] The invention belongs to the field of civil engineering, and relates to a concrete formula and a preparation method, in particular to a low-strength, large-flowing and non-dispersible concrete formula, which can maintain good stability in water and is not dispersed by a flowing aqueous solution. . Background technique [0002] At present, the materials used for post-filling of immersed tube foundations, in order to ensure their good fluidity and ultra-low strength matching the foundations, mostly use cement mortar mixed with bentonite, and their 28-day compressive strength is 0.5~10Mpa. Ultra-low-strength cement mortar has a high water-to-binder ratio and is prone to bleeding, which affects the fullness of the foundation filling of the immersed tube; the ability of the mortar to resist seawater erosion and its own volume deformation is inferior to that of concrete; the current technology rarely considers the filling slurry underwater loss. [0003] O...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B111/24C04B111/74
CPCC04B28/04C04B2111/00663C04B2111/00706C04B2111/24C04B2111/74C04B2201/50C04B14/28C04B14/104C04B18/08C04B14/06C04B14/02C04B2103/302C04B2103/44C04B2103/0068
Inventor 林鸣尹海卿周绍豪屠柳青刘可心刘豪雨汪华文
Owner CCCC WUHAN HARBOR ENG DESIGN & RES
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