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High-performance grouting material for connecting steel bar sleeve of fabricated bridge as well as use method and application of high-performance grouting material

A steel sleeve and assembly technology, applied in the direction of building components, structural elements, buildings, etc., can solve the problems of small strength increase, large shrinkage rate of sulphoaluminate, no research on low-temperature construction performance of grouting materials, etc., to achieve flow Good resistance, excellent compressive strength and rust resistance, low fluctuation effect

Pending Publication Date: 2022-05-10
ROAD & BRIDGE INT
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] CN113185242A discloses a kind of super high-strength grouting material, which adopts special cement such as sulphoaluminate cement, high alumina cement or magnesium phosphate cement, compound high activity mineral admixture, expansion agent, admixture and slag micropowder, etc., which improves the grouting effect. However, there is no research on the low-temperature construction performance of grouting materials.
[0005] Based on the above research, it can be seen that there are many developments for sleeve grouting materials for prefabricated buildings, most of which use sulphoaluminate cement, which can improve the early strength of the grouting material and meet the construction at an ambient temperature of 2°C, but sulphoaluminate cement The shrinkage rate of salt is large, and the strength increase in the later stage is small, which is not conducive to improving the compactness of the hardened grouting material

Method used

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  • High-performance grouting material for connecting steel bar sleeve of fabricated bridge as well as use method and application of high-performance grouting material
  • High-performance grouting material for connecting steel bar sleeve of fabricated bridge as well as use method and application of high-performance grouting material
  • High-performance grouting material for connecting steel bar sleeve of fabricated bridge as well as use method and application of high-performance grouting material

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0074] Weigh 350kg 52.5 grade Portland cement, 85kg aluminate cement CA-50, 80kg microbeads, 60kg silica fume, 20kg mineral powder, 423kg sand, 6kg polycarboxylate comb polymer (molecular formula shown in formula I , where a is 75, b is 10, n is 80, R is CH 2 CH 2 , M is H), 0.5kg organosilicon defoamer, 0.5kg polyether defoamer, 0.08kg plastic expansion agent, 8kg calcium silicate hydrate powder, 6kg calcium nitrite, 10kg sodium nitrite, stir for 10min, After stirring evenly, the high-performance grouting material BG-1 for the steel bar sleeve connection of the prefabricated bridge is obtained. Weigh 10kg of BG-1, stir at a low speed for 30s, then add 1.03kg of water and continue to stir for 5min to obtain a grouting slurry.

Embodiment 2

[0076] Weigh 450kg 52.5 grade Portland cement, 30kg aluminate cement CA-50, 40kg microbeads, 20kg silica fume, 40kg mineral powder, 423kg sand, 5kg polycarboxylate comb polymer (molecular formula shown in formula I , where a is 65, b is 10, n is 90, R is CH 2 CH 2 , M is Na), 0.5kg silicone defoamer, 1kg polyether defoamer, 0.12kg plastic expansion agent, 4kg calcium silicate hydrate powder, 5kg calcium nitrite, 10kg sodium nitrite, stir for 10min, stir After uniformity, the high-performance grouting material BG-2 for the sleeve connection of prefabricated bridge steel bars was obtained. Weigh 10kg of BG-2, stir at a low speed for 30s, then add 0.94kg of water and continue stirring for 5min to obtain a grouting slurry.

Embodiment 3

[0078] Weigh 410kg 52.5 grade Portland cement, 60kg aluminate cement CA-50, 60kg microbeads, 20kg silica fume, 60kg mineral powder, 423kg sand, 4kg polycarboxylate comb-type polymer (molecular formula shown in formula I , where a is 50, b is 5, n is 70, R is CH 2 CH 2 CH 2 CH 2 , M is CH 2 CHCH 2 OH), 1kg organosilicon defoamer, 0.5kg polyether defoamer, 0.1kg plastic expansion agent, 5kg calcium silicate hydrate powder, 4kg calcium nitrite, 8kg sodium nitrite, stirred for 10min, and obtained after stirring evenly High-performance grouting material BG-3 for prefabricated bridge reinforcement sleeve connection. Weigh 10kg of BG-3, stir at a low speed for 25s, then add 1.1kg of water and continue stirring for 4min to obtain a grouting slurry.

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Abstract

The invention provides a high-performance grouting material for connecting a fabricated bridge steel bar sleeve as well as a use method and application of the high-performance grouting material. The high-performance grouting material for connecting the fabricated bridge steel bar sleeve is prepared from the following components in percentage by mass: 30 to 50 percent of cement, 6 to 20 percent of admixture, 40 to 55 percent of sand, 0.05 to 0.5 percent of defoaming agent, 0.2 to 1.0 percent of water reducing agent, 0.005 to 0.05 percent of expanding agent, 0.1 to 1.0 percent of early strength agent and 0.2 to 2.0 percent of anti-freezing agent. The high-performance grouting material can be used after being mixed with water, and can be used for connecting fabricated bridges.

Description

technical field [0001] The invention belongs to the field of building materials, and in particular relates to a high-performance grouting material for assembly-type bridge reinforcement sleeve connection and its use method and application. Background technique [0002] The grouting material for steel sleeve connection is a key building material used in housing industrialization, and has the characteristics of large fluidity and high strength. Prefabricated bridges are emerging components in the field of construction engineering in recent years. Unlike prefabricated wall panels and other building structures, bridge components themselves have higher strength, and the size of the steel bars used in prefabricated bridges is larger, so the grip of the steel sleeve connection is required. Higher wrap strength. Existing studies have shown that the grip strength of the steel sleeve connection specimens is positively correlated with the compressive strength of the grout that connect...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/06E04C5/16C04B103/50C04B111/70
CPCC04B28/06E04C5/165C04B2103/50C04B2111/70C04B2103/0045C04B2201/50C04B7/02C04B18/146C04B18/14C04B14/06C04B24/2605C04B24/42C04B24/32C04B2103/0068C04B14/043C04B22/085
Inventor 吴乾坤张剑李林华刘波波阳涛
Owner ROAD & BRIDGE INT
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