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Preparation method of ultra-high-strength steel fiber reinforced concrete for super-high pumping

A fiber reinforced concrete and ultra-high-strength steel technology, applied in the field of building materials, can solve the problems of low viscosity and strength not reaching the C120 strength level, and achieve the effects of low viscosity, optimized mixing ratio, and improved crack resistance.

Inactive Publication Date: 2016-06-08
中建西部建设北方有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The average strength of the above-mentioned concrete has reached 120MPa, but the strength has not reached the C120 strength level; "A C120 Ultra-High-Strength Concrete Easy to Pump in Super-high-rises" (CN104045280A), the patent proposes a super-high-rise pump that is easy to pump based on the theory of mineral water reduction C120 ultra-high-strength concrete, which is prepared by conventional methods, has low viscosity, is easy to pump at a height of more than 400m, and has a strength grade of C120, but the patent does not involve research on the strength grade of C150; "Aggregate to 140MPa Strength Research on the Influence of Graded Concrete Performance", the paper studies the influence of aggregate type, gradation, maximum particle size, particle shape and sand ratio on the working performance and compressive strength of ultra-high-strength concrete

Method used

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  • Preparation method of ultra-high-strength steel fiber reinforced concrete for super-high pumping
  • Preparation method of ultra-high-strength steel fiber reinforced concrete for super-high pumping
  • Preparation method of ultra-high-strength steel fiber reinforced concrete for super-high pumping

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Experimental program
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Effect test

Embodiment 1

[0028] The ultra-high pumping ultra-high-strength steel fiber concrete prepared in this embodiment, the raw material ratio (1m 3 Concrete material consumption) as shown in Table 1:

[0029]Table 1: C150 ultra-high-strength steel fiber reinforced concrete mix design (kg / m 3 )

[0030] cement

microbeads

mineral powder

Silica fume

river sand

Basalt

steel fiber

mixing water

Superplasticizer

450

300

120

130

550

760

80

150

20

[0031] Step 1: Mix and stir river sand and basalt particles evenly for 30 seconds to obtain a mixture;

[0032] Step 2: mix the mixture obtained in step 1 with cement, mineral admixtures, and 80% mixing water for 60 seconds, and stir evenly; the weight of the cement is 34.35% of the aggregate weight, and the mineral admixture The weight of material is 41.98% of aggregate weight, and the weight of described 80% mixing water is 9.16% of aggregate weight; Described aggrega...

Embodiment 2

[0040] The ultra-high pumping ultra-high-strength steel fiber concrete prepared in this embodiment, the raw material ratio (1m 3 Concrete material consumption) as shown in Table 3:

[0041] Table 3: C150 ultra-high-strength steel fiber reinforced concrete mix design (kg / m 3 )

[0042] cement

microbeads

mineral powder

Silica fume

river sand

Basalt

steel fiber

mixing water

Superplasticizer

500

200

220

80

660

660

120

150

22

[0043] Step 1: Mix and stir river sand and basalt particles evenly for 30 seconds to obtain a mixture;

[0044] Step 2: Mix the mixture obtained in step 1 with cement, mineral admixtures, and 80% mixing water for 60 seconds, and stir evenly; the weight of the cement is 37.88% of the aggregate weight, and the mineral admixture The weight of material is 37.88% of aggregate weight, and the weight of described 80% mixing water is 9.09% of aggregate weight; Described aggreg...

Embodiment 3

[0052] The ultra-high pumping ultra-high-strength steel fiber concrete prepared in this embodiment, the raw material ratio (1m 3 Concrete material consumption) as shown in Table 5:

[0053] Table 5: C150 ultra-high-strength steel fiber reinforced concrete mix design (kg / m 3 )

[0054] cement

microbeads

mineral powder

Silica fume

river sand

Basalt

steel fiber

mixing water

Superplasticizer

580

200

170

50

600

680

140

150

21

[0055] Step 1: Mix and stir river sand and basalt particles evenly for 30 seconds to obtain a mixture;

[0056] Step 2: mix the mixture obtained in step 1 with cement, mineral admixtures, and 80% mixing water for 60 seconds, and stir evenly; the weight of the cement is 45.31% of the aggregate weight, and the mineral admixture The weight of material is 32.81% of aggregate weight, and the weight of described 80% mixing water is 9.38% of aggregate weight; Described aggreg...

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Abstract

The invention provides a preparation method of ultra-high-strength steel fiber reinforced concrete for super-high pumping. According to the method, the ultra-high-strength steel fiber reinforced concrete with the strength grade of C150 is prepared by changing proportion of a cementing material and a feeding sequence and can be prepared with conventional production process through a mixing plant, and the problem that concrete with the strength grade of C150 or higher cannot be produced with the conventional process is solved. Common Portland cement as well as coarse and fine aggregate is adopted, and the cement is prepared through technological approaches such as reduction of a water-binder ratio, density enhancement and the like under double-doping actions of a polycarboxylate superplasticizer and a superfine mineral admixture. The prepared concrete has good working performance, the slump flow is 670-700 mm, and loss is basically avoided within 2 h; the viscosity is low, and rewinding time is 3.2-4.2 s; 28 d compressive strength reaches the strength grade of C150, and requirements for pumping construction of super high-rise buildings with height of 600 m or higher can be met.

Description

technical field [0001] The invention relates to the technical field of building materials, in particular to a preparation method of ultra-high pumping ultra-ultra-high-strength steel fiber concrete. Background technique [0002] The main purpose of increasing the strength of concrete is to continuously meet the ever-increasing requirements for the bearing capacity of concrete materials in engineering structures, especially the growing contradiction between global population expansion and land resources in modern society, making super high-rise and super long-span structures a modern The main development direction of structural engineering, the research and application of high-performance concrete and other new high-performance cement-based materials are becoming more and more extensive. The requirement for ultra-high-strength concrete is that the compressive strength of concrete should reach more than 150MPa. At present, the materials for preparing ultra-high-strength concre...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B14/48
CPCC04B28/04C04B14/48C04B2111/343C04B14/068C04B14/14C04B22/002C04B2103/302C04B14/02C04B18/12C04B18/146C04B24/24
Inventor 罗作球王宁袁启涛孟刚张凯峰陈全滨唐玉超李微丁路静姚源
Owner 中建西部建设北方有限公司
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