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Post-tensioning pre-stress duct grout material for low temperature condition

A post-tensioning prestressing and grouting technology, which is applied to the field of post-tensioning prestressing grouting and post-tensioning prestressing grouting at suitable low temperature. and other problems to achieve the effect of reducing alkali content, improving early strength and uniform slurry

Active Publication Date: 2014-07-16
HUNAN LIANZHI BRIDGE & TUNNEL TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

During construction, cement, water, water reducing agent, expansion agent, thickener, etc. are used for on-site preparation, which has strict requirements on the construction environment, and it is difficult to adapt to the winter construction conditions in the north
In addition, the composition of grouting materials is relatively complex, and there are many powder components added on site, which requires high measurement accuracy, and the quality of construction personnel is uneven, lacking effective quality management methods, and the performance of grouting materials cannot be guaranteed. There are usually poor compatibility of various additives, poor adaptability of cement and water reducer, etc., resulting in the following serious problems in post-tensioned prestressed tunnel grouting: 1) The construction cannot be carried out when the temperature is lower than 5°C; 2) The quality stability of the grout and Poor fluidity, rapid loss of fluidity and poor volume stability; 3) The freshly mixed slurry has a high bleeding rate and is easy to segregate and stratify, making it difficult to form a full state in the channel; 4) After hardening, the slurry is not dense and has many voids

Method used

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  • Post-tensioning pre-stress duct grout material for low temperature condition

Examples

Experimental program
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Effect test

Embodiment 1

[0027] A suitable low-temperature post-tensioned prestressed tunnel press grout provided in this embodiment includes the following components: 85 parts by weight of coagulation-accelerating components, and the ratio is 16:1, that is, ordinary Portland cement (ordinary Portland cement is divided into 80 parts by weight of P.O42.5) and 5 parts by weight of sulphoaluminate cement, 1 part by weight of antifreeze component, 0.4 part by weight of polycarboxylate superplasticizer, 0.04 part by weight of CSA plastic expansion agent, P803 0.035 parts by weight of defoamer, 0.03 parts by weight of polyacrylamide, 0.03 parts by weight of plasticizer (hydroxypropyl methylcellulose), 13.5 parts by weight of mineral admixture, including 12 parts by weight of mineral powder, and 1.5 parts by weight of silica fume , wherein the antifreeze component is a mixture of sodium nitrite and sodium sulfate in a weight ratio of 0.6:0.4. After the grouting material is prepared according to the weight, w...

Embodiment 2

[0029] Same as Example 1, the difference is: 90 parts by weight of coagulation-promoting component, its ratio is 10:1, that is, the weight ratio of ordinary Portland cement to sulphoaluminate cement is 10:1, polycarboxylate superplasticizer 0.35 parts by weight, 8.5 parts by weight of mineral admixture, and its sodium nitrite and sodium sulfate are 0.5:0.5 by weight. The press grouts were tested at -5°C. See Table 1 for the data.

Embodiment 3

[0031] A suitable low-temperature post-tensioning prestressed tunnel press grout provided in this embodiment includes the following components: 90 parts by weight of coagulation-accelerating components, wherein the ratio is 10:1, that is, ordinary Portland cement and The weight ratio of sulphoaluminate cement is 10:1, 1.5 parts by weight of antifreeze component, 0.45 parts by weight of polycarboxylate superplasticizer, 0.05 parts by weight of plastic expansion agent, 0.03 parts by weight of defoamer, and 0.035 parts by weight of polyacrylamide , 0.035 parts by weight of a plasticizer, and 8 parts by weight of a mineral admixture, wherein the antifreeze component is a mixture of sodium nitrite and sodium sulfate in a weight ratio of 1.0:0.5. The grouting slurries were tested at -5°C. See Table 1 for the data.

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Abstract

The present invention discloses a post-tensioning pre-stress duct grout material for a low temperature condition, and belongs to the technical field of building materials. The post-tensioning pre-stress duct grout material comprises a coagulation accelerating component, an anti-freezing component, a polycarboxylic acid water reducing agent, an expanding agent, an antifoaming agent, polyacrylamide, a plasticizer and a mineral admixture, wherein the anti-freezing component is a mixture obtained by compounding a nitrite and a sulfate according to a weight ratio of 0.5-2.0:0.5-1.0. The post-tensioning pre-stress duct grout material has characteristics of significant low-temperature resistance effect, controllable setting time, appropriate initial setting time, appropriate final setting time, high compressive strength, high bending strength, zero free bleeding rate, stable performance, and easy and convenient use, and can be widely used in highway bridge and culvert construction.

Description

technical field [0001] The invention belongs to the technical field of building materials, and relates to a post-tensioned prestressed tunnel press slurry, in particular to a low-temperature post-tensioned prestressed tunnel press slurry. Background technique [0002] In recent years, the construction of highways and bridges in my country has developed rapidly, and the design and construction of long-span prestressed concrete bridges have become a popular trend. The advantages of effectively avoiding concrete cracking, convenient use of curved reinforcement, and no need for huge tensioning pedestals have been widely used in engineering. [0003] Grouting in the channel is to inject the grout into the reserved prestressed concrete pipe, so that the grout can fully wrap the prestressed tendons, and its function is to protect the prestressed steel bars from corrosion and make them well combined with the concrete, so as to ensure the effective prestressing. Transfer, so that pre...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/06
Inventor 梁晓东龙吉林谭少海
Owner HUNAN LIANZHI BRIDGE & TUNNEL TECH
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