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High belite sulphoaluminate cement based disturbance-resistance concrete for rush repair and preparation method of high belite sulphoaluminate cement based disturbance-resistance concrete

A technology of sulfoaluminate and concrete, which is applied in the field of high-belite sulfoaluminate cement-based anti-disturbance concrete for emergency repair, and can solve the problems of reduced safety and durability, damage to mechanical properties and durability, and increased damage Disturbance damage and other problems, to achieve excellent anti-disturbance performance, good economic and social benefits, low energy consumption

Inactive Publication Date: 2018-09-18
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the mileage of highways in my country is increasing year by year, and the roads and bridges built in the early stage have begun to appear partial cracking and peeling under factors such as traffic load and environmental erosion, resulting in decline in performance, reduced safety and durability, and cannot meet the modern requirements. Traffic demands urgent need for restoration and reinforcement
However, if the traffic is opened during the construction process, the disturbance of the highway bridge caused by the vehicle load will cause micro-cracks and loss of early bond force in the newly poured concrete, causing damage to its mechanical properties and durability
[0003] At present, the existing anti-disturbance concrete mainly uses ordinary Portland cement as the cementitious material, and a large amount of anti-disturbance admixtures are added to achieve the purpose of resisting traffic disturbance. The hardening speed of the material is slow, and the early strength is not high. The coagulation time is often more than 5 hours, which will inevitably increase the probability of being disturbed and damaged

Method used

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  • High belite sulphoaluminate cement based disturbance-resistance concrete for rush repair and preparation method of high belite sulphoaluminate cement based disturbance-resistance concrete
  • High belite sulphoaluminate cement based disturbance-resistance concrete for rush repair and preparation method of high belite sulphoaluminate cement based disturbance-resistance concrete
  • High belite sulphoaluminate cement based disturbance-resistance concrete for rush repair and preparation method of high belite sulphoaluminate cement based disturbance-resistance concrete

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0032] Embodiment 1: raw material and proportioning are as follows

[0033]

[0034] Table 1 Proportion of high belite sulphoaluminate cement-based anti-disturbance concrete 1

[0035] The following is the test report of the obtained high belite sulphoaluminate cement-based anti-disturbance concrete for emergency repair

[0036] Test items

[0037] The disturbed period of the anti-disturbance concrete under this ratio is only 8 minutes, which reduces the probability of concrete being disturbed; there is no crack on the surface of the test piece; the early and late strength performance is excellent, and the compressive strength can reach 20.2MPa 2h after being disturbed. The flexural strength can reach 6.3MPa, and there is no loss of strength compared with the undisturbed test piece, which meets the technical requirements for quick repair and opening to traffic.

Embodiment 2

[0039] Raw materials and proportions are as follows

[0040] Table 2 Proportion 2 of high belite sulphoaluminate cement-based anti-disturbance concrete

[0041]

[0042] The following is the test report of the obtained high belite sulphoaluminate cement-based anti-disturbance concrete for emergency repair

[0043] Test items

[0044] The disturbed period of the anti-disturbance concrete under this ratio is only 9 minutes, which reduces the probability of concrete being disturbed; there is no crack on the surface of the specimen; the early and late strength performance is excellent, and the compressive strength can reach 22.9MPa 2h after being disturbed. The flexural strength can reach 7.2MPa, and there is no loss in strength compared with the undisturbed test piece, which meets the technical requirements for quick repair and opening to traffic.

Embodiment 3

[0046] Raw materials and proportions are as follows

[0047] Table 3 High Belite sulfoaluminate cement-based anti-disturbance concrete ratio 3

[0048]

[0049] The following is the test report of the obtained high belite sulphoaluminate cement-based anti-disturbance concrete for emergency repair

[0050] Test items

Test results

Initial setting time

21min

final setting time

29min

2h compressive strength

23.5MPa

1d compressive strength

43.7MPa

3d compressive strength

55.1 MPa

28d compressive strength

61.4MPa

2h flexural strength

6.9MPa

1d flexural strength

12.7MPa

3d flexural strength

17.8 MPa

surface condition

no cracks

[0051] The disturbed period of the anti-disturbance concrete under this ratio is only 9 minutes, which reduces the probability of concrete being disturbed; there is no crack on the surface of the specimen; the early and late strength...

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Abstract

The invention discloses high belite sulphoaluminate cement based disturbance-resistance concrete for rush repair and a preparation method of the high belite sulphoaluminate cement based disturbance-resistance concrete and belongs to the field of building materials. The high belite sulphoaluminate cement based disturbance-resistance concrete for rush repair is prepared from the following raw materials in parts by weight: 100 parts of high belite sulphoaluminate cement, 1-100 parts of mineral admixture, 120-200 parts of fine aggregate, 200-300 parts of coarse aggregate, 0.1-1.0 part of polymer,1.0-2.0 parts of fiber. The water cement ratio is 0.28 to0.45. The polymer is a water reducer and a thickener; and the fibers are PP, PVA or steel fibers. For the high belite sulphoaluminate cement based disturbance-resistance concrete for rush repair, by adopting the high belite sulphoaluminate cement as a main cementitious material of disturbance-resistance concrete, the characteristics of quicksetting, early strength and high later strength of the high belite sulphoaluminate cement are exerted; and by optimizing a proportion of the water reducer and crack-resistance fibers, the disadvantages of low early strength, long disturbed period, easiness in cracking under disturbance and the like of ordinary concrete are solved, the disturbance resistance performance and the crack resistance performance of the concrete are improved, the influence of vehicle disturbance on the performance of the concrete is remarkably reduced, the requirement for demi traffic and demi closing of engineeringnowadays is met, the construction efficiency is improved, and the quality of the engineering is ensured.

Description

technical field [0001] The invention relates to a high-belite sulfoaluminate cement-based anti-disturbance concrete for emergency repair, which belongs to the technical field of various engineering technologies, such as traffic, roads and bridges, which are easily disturbed and require emergency repair. Background technique [0002] With the development of my country's economy, my country's infrastructure has achieved world-renowned achievements, and the highway and bridge industry is also developing rapidly. However, the mileage of highways in my country is increasing year by year, and the roads and bridges built in the early stage have begun to appear partial cracking and peeling under factors such as traffic load and environmental erosion, resulting in decline in performance, reduced safety and durability, and cannot meet the modern requirements. Traffic demands urgently require repair and reinforcement. However, if the traffic is open during the construction process, the...

Claims

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Application Information

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IPC IPC(8): C04B28/06C04B111/72
CPCC04B28/065C04B2111/72C04B2201/05C04B18/08C04B18/141C04B14/06C04B14/02C04B2103/302C04B16/0633C04B24/383
Inventor 王子明何欢唐芮枫杨荣俊文俊强
Owner BEIJING UNIV OF TECH
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