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Cement grouting material

A technology for cement grouting and grouting material, applied in the field of cement grouting material, can solve the problems of low strength, difficult construction and poor performance, and achieve the effects of high fluidity, simple construction and high strength

Inactive Publication Date: 2016-01-27
HUNAN LIANZHI BRIDGE & TUNNEL TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, whether it is bridge support grouting or cable grouting, it is a high-altitude operation, which is difficult to construct and inconvenient to vibrate, and some even cannot vibrate
The performance of traditional grouting materials is poor, and there are usually phenomena such as poor adaptability between cement slurry, sand and water reducer, resulting in the following serious problems in the grouting of bearings and cables:
[0003] 1) The quality stability and fluidity of the slurry are poor, the cable pipeline is not dense, it is difficult to form a full state, and secondary pressure is often required;
[0004] 2) The mixed slurry has a high bleeding rate, is easy to segregate and stratify, and has low strength after coagulation;
[0005] 3) After hardening, the slurry is not dense, the surface of the support is uneven, there are many gaps, and it is easy to be empty, so that the force on the support is uneven, which seriously affects the service life of the bridge
[0008] The grouting material provided in the above-mentioned patents more or less solves some of the above-mentioned problems, but when it is used for grouting the bearings and cables of bridges, the grouting effect is still not ideal, and the above-mentioned problems cannot be fully resolved more or less. to solve

Method used

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  • Cement grouting material

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0023] This embodiment provides a self-compacting high-fluidity grouting material, which includes the following components: 45 parts by weight of the cement component, specifically including 5 parts by weight of ordinary Portland cement and 40 parts by weight of sulphoaluminate cement ; The flow-promoting component is 0.16 parts by weight, specifically including 0.08 parts by weight of polycarboxylate high-performance water reducer and 0.08 parts by weight of defoamer; 5 parts by weight of the anti-cracking component, specifically including 4.8 parts by weight of UEA expansion agent part and 0.2 part by weight of pp fiber; otherwise plasticizer cellulose ether 0.2 part by weight; retarding component tartaric acid 0.2 part by weight; accelerating component comprises calcium hydroxide and lithium carbonate total 0.15 part by weight, wherein calcium hydroxide is 0.1 parts by weight; 50 parts by weight of 20-40 mesh quartz sand. See Table 1 for the standard curing performance data...

Embodiment 2

[0025] Same as Example 1, except that the cement component is 50 parts by weight, specifically including 5 parts by weight of ordinary Portland cement, 45 parts by weight of sulphoaluminate cement, and 45 parts by weight of quartz sand. And the flow-promoting component is 0.2 parts by weight in total, specifically including 0.12 parts by weight of polycarboxylate high-performance water reducer and 0.08 parts by weight of defoamer. See Table 1 for the standard curing performance data of the grout after adding 14% water.

Embodiment 3

[0027] This embodiment provides a self-compacting high-fluidity grouting material, which includes the following components: 47 parts by weight of the cement component, specifically including 7 parts by weight of ordinary Portland cement and 40 parts by weight of sulphoaluminate cement , quartz sand is 48 parts by weight. A total of 0.02 parts by weight of the flow-promoting components, specifically including 0.12 parts by weight of polycarboxylate high-performance water reducer and 0.08 parts by weight of defoamer; 0.015 parts by weight of plasticizer cellulose ether; coagulation-promoting components calcium hydroxide and A total of 0.2 parts by weight of lithium carbonate, wherein 0.15 parts by weight of calcium hydroxide; other conditions are the same as in Example 1. See Table 1 for the standard curing performance data of the grout after adding 14% water.

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Abstract

The invention provides a cement grouting material with self-compaction and high fluidity. The cement grouting material comprises anti-cracking mortar, flow promoting components, a plasticizer, coagulation delaying components and a coagulation accelerating component. The anti-cracking mortar comprises, by mass, 4-8% of Portland cement, 38-47% of sulfate aluminum cement, 42-52% of quartz sand, 4.6-4.9% of swelling agents and 0.1-0.4% of polypropylene fibers. The flow promoting components include water reducing agents and defoaming agents. The plasticizer is cellulose ether. The coagulation delaying components include one or more of tartaric acid, sodium gluconate and citric acid. The coagulation accelerating component contains calcium hydroxide. The cement grouting material can complete grouting on the condition of self-gravity and can be grouted successfully one time during high-altitude operation of a support and an inhaul cable pipeline of a bridge with no need for vibrating or secondary grouting; construction of the material is simple since it is only required to add water; the grouting material can be used in construction at a low temperature.

Description

technical field [0001] The invention provides a cement grouting material, in particular a grouting material for bridge supports and cable grouting. Background technique [0002] In the construction of bridge support grouting, the traditional grouting material used is generally pure cement mortar. During construction, the mixed slurry of cement, water, water reducer and river sand is used for grouting. However, no matter the bearing grouting of the bridge or the cable grouting belongs to high-altitude operations, the construction is difficult, and the vibration is inconvenient, and some even cannot be vibrated. The performance of traditional grouting materials is poor, and there are usually phenomena such as poor adaptability between cement slurry, sand and water reducer, resulting in the following serious problems in the grouting of bearings and cables: [0003] 1) The quality stability and fluidity of the slurry are poor, the cable pipeline is not dense, it is difficult t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B14/06C04B16/06C04B24/38C04B111/70
Inventor 梁晓东龙吉林李君陈志鹏刘妙群
Owner HUNAN LIANZHI BRIDGE & TUNNEL TECH
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