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Expansive agent, post-tensioned prestressed concrete channel grouting agent and grouting material

A channel grouting and prestressing technology, which is applied in the field of building materials, can solve the problems of reducing the expansion stress and affecting the expansion performance of the expansion agent, and achieves the effects of maintaining fluidity, high fluidity, and less dosage

Active Publication Date: 2015-09-16
RES INST OF HIGHWAY MINIST OF TRANSPORT +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Specifically, after Portland cement is hydrated, it is easy to produce chemical shrinkage and plastic shrinkage, which leads to a decrease in expansion stress and affects the expansion performance of the expansion agent; The expansion effect can only be produced by the chemical reaction of the product. When the strength of the hardened press grout slurry is low (or no effective strength stage is formed), the expansion agent expands and still cannot form a large expansion stress, so that the hardened press grout slurry When the strength of the hardened slurry is high, the hydration process of the cement has consumed a large amount of water and formed a large amount of hydration products. At this time, the expansion agent has lost its reaction. The necessary conditions and the space required to form expansion products such as ettringite

Method used

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  • Expansive agent, post-tensioned prestressed concrete channel grouting agent and grouting material

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0027] The expansion agent is composed of: 0.5 parts by mass of nitrogen-type expansion agent, 30 parts by mass of natural dihydrate gypsum and 10 parts by mass of light-burned magnesium oxide. The above-mentioned components are dry-mixed and uniformly mixed to obtain the expansion agent.

[0028] The channel grouting agent used in post-tensioned prestressed concrete construction is composed as follows: 8 parts by mass of powder polycarboxylate superplasticizer, 0.5 parts by mass of hydroxypropyl methylcellulose, 51 parts by mass of limestone powder and the above-mentioned 40.5 parts by mass of expansion agent. Each component material is dry-mixed and uniformly mixed to obtain a grouting agent.

[0029] Before grouting the prestressed tunnel, clean the prestressed tunnel and clean the grouting equipment. After cleaning, there should be no residue and obvious water in the equipment. The raw materials required for grouting are weighed in proportion, and the blending ratio of e...

Embodiment 2

[0032] The expansion agent is composed of: 0.5 parts by mass of nitrogen-type expansion agent, 30 parts by mass of natural dihydrate gypsum and 10 parts by mass of light-burned magnesium oxide. The above-mentioned components are dry-mixed and uniformly mixed to obtain the expansion agent.

[0033] The composition of the grouting agent is as follows: 8 parts by mass of powdered polycarboxylate superplasticizer, 6 parts by mass of calcium nitrite, 0.5 parts by mass of hydroxypropyl methylcellulose, 45 parts by mass of limestone powder and 40.5 parts by mass of the above-mentioned expansion agent. Each component material is dry-mixed and uniformly mixed to obtain a grouting agent.

[0034] The components and preparation process of the grout are the same as in Example 1.

[0035] The performance index of the prepared grout was analyzed, and the results are shown in Table 1. From the data results corresponding to Example 2 in Table 1, it can be seen that the limiting expansion rati...

Embodiment 3

[0038] The expansion agent is composed of: 0.5 parts by mass of nitrogen-type expansion agent, 30 parts by mass of natural dihydrate gypsum and 10 parts by mass of light-burned magnesium oxide. The above-mentioned components are dry-mixed and uniformly mixed to obtain the expansion agent.

[0039] The composition of the grouting agent is as follows: 8 parts by mass of powder polycarboxylate superplasticizer, 10 parts by mass of calcium nitrite, 0.5 parts by mass of hydroxypropyl methylcellulose, 41 parts by mass of limestone powder and 40.5 parts by mass of the expansion agent. Each component material is dry-mixed and uniformly mixed to obtain a grouting agent.

[0040] The composition and preparation process of the grout are the same as in Example 1.

[0041] The performance index of the prepared grout was analyzed, and the results are shown in Table 1. From the data results corresponding to Example 3 in Table 1, it can be seen that the fluidity of the grout prepared in thi...

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Abstract

The invention relates to an expanding agent, a post-tensioning prestressed concrete porelike grouting agent and a grouting material. The expanding agent comprises a nitrogen expanding agent, gypsum and magnesium oxide at a mass ratio of (0.3-0.6):30:(3-15). The post-tensioning prestressed concrete porelike grouting agent comprises the following components in parts by mass: 5-12 parts of water reducing agent, 0.3-0.7 parts of stabilizing agent, 18-60 parts of mineral admixture, 0-15 parts of early strength agent, and 35-50 parts of expanding agent. The invention further provides the post-tensioning prestressed concrete grouting material which comprises portland cement, water and the grouting agent, wherein the mass ratio of the grouting agent to the portland cement is (10-20):(80-90), and a range of the water-binder ratio is 0.26-0.28. In a grouting material slurry hardening process, a continuous and stable expanding effect is generated, so that the grouting material can be tightly bonded with prestressed reinforcements and structural concrete, and the effective transmission of a stress is ensured.

Description

technical field [0001] The invention relates to an expansion agent, a post-tensioning prestressed concrete channel grouting agent and a grouting material, belonging to the field of building materials. Background technique [0002] Prestressed concrete members have the characteristics of high rigidity, high strength, strong shear resistance and good fatigue resistance, which can effectively reduce the structural section size, reduce self-weight, prevent cracking and reduce deflection. be widely used. Prestressed concrete components need to reserve holes during processing to allow prestressed steel bars to pass through, and fill the holes with grout after prestressing the prestressed steel bars, so that the prestressed steel bars can be combined with the structural concrete. They can give full play to their strengths and obtain excellent mechanical and structural properties, but one of the prerequisites is that prestressed tendons must work together with structural concrete a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B22/14C04B24/38C04B28/04
Inventor 王稷良柯国炬吴方政周天笑田波牛开民彭鹏宋敬亮侯荣国刘英孙宏峰何哲
Owner RES INST OF HIGHWAY MINIST OF TRANSPORT
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