Plate type ballastless track self-compacting concrete additive

A technology of self-compacting concrete and slab ballastless track, applied in the field of slab ballastless track, can solve the problems of easy segregation, large drying shrinkage of hardened concrete, easy cracking of concrete, etc., and achieve the effect of preventing segregation and drying shrinkage

Inactive Publication Date: 2014-08-27
中铁八局集团第四工程有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Compared with CA mortar, self-compacting concrete has the advantages of less difficulty in construction, low cost, good water resistance and durability, but because self-compacting concrete achieves the effect of large flow state, it often adopts a higher water-cement ratio, which leads to It is easy to segregate, float, and delaminate, and the drying shrinkage of hardened concrete is relatively large. Under the impact of trains and alternating loads, the concrete is easy to crack, and it will be debonded and separated from the track slab

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0028] The raw material composition of the self-compacting concrete additive weight part of the present embodiment:

[0029] 100 parts of sulfur-fixing ash

[0030] 50 parts of fly ash

[0031] 30 parts of silica fume

[0032] 10 parts slag powder

[0033] 0.5 parts of water reducer

[0034] 0.2 parts of triisopropanolamine.

[0035] Add 10% of the weight of cement into self-compacting concrete. The performance indicators of the freshly-mixed self-compacting concrete obtained after mixing with other raw materials are: the time required for the slump cylinder to expand to 500mm is 4s, the expansion degree is 650mm, the height difference of the J-shaped ring is 15mm, the L-meter time is 9s, and the L-meter The height ratio of both sides is 0.91; the hardened concrete performance indicators are: 3d compressive strength 16.0MPa, 28d compressive strength 46.0MPa, 56d electric flux 820 coulombs, freeze-thaw cycle resistance 320 times, 56d drying shrinkage value 280×10 -6 . Th...

Embodiment 2

[0037] The raw material composition of the self-compacting concrete additive weight part of the present embodiment:

[0038] 100 parts of sulfur-fixing ash

[0039] 20 parts of fly ash

[0040] Silica fume 10 parts

[0041] 20 parts of slag powder

[0042] 1 part water reducer

[0043] 0.1 part of triisopropanolamine.

[0044]Add 25% of the weight of cement into self-compacting concrete. The performance index of the freshly mixed self-compacting concrete obtained after mixing with other raw materials is: the time required for the slump cylinder to expand to 500mm is 5s, the expansion degree is 680mm, the height difference of the J-ring is 18mm, the time for the L-shaped instrument is 8s, and the time for the L-shaped instrument is 8s. The height ratio of both sides of the instrument is 0.91; the hardened concrete performance indicators are: 3d compressive strength 15.4MPa, 28d compressive strength 45.8MPa, 56d electric flux 920 coulombs, freeze-thaw cycle resistance 300 t...

Embodiment 3

[0046] The raw material composition of the self-compacting concrete additive weight part of the present embodiment:

[0047] 100 parts of sulfur-fixing ash

[0048] 20 parts of fly ash

[0049] Silica fume 20 parts

[0050] 15 parts of slag powder

[0051] 0.8 parts of water reducer

[0052] 0.5 part of triisopropanolamine.

[0053] It is mixed into self-compacting concrete at 18% by weight of cement. The performance index of the freshly-mixed self-compacting concrete obtained after mixing with other raw materials is: the time required for the slump cylinder to expand to 500mm is 5s, the expansion degree is 710mm, the height difference of the J-ring is 15mm, the time for the L-shaped instrument is 8s, and the time for the L-shaped instrument is 8s. The height ratio of both sides of the instrument is 0.92; the hardened concrete performance indicators are: 3d compressive strength 17.8MPa, 28d compressive strength 47.4MPa, 56d electric flux 840 coulombs, freeze-thaw cycle re...

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Abstract

The invention provides a plate type ballastless track self-compacting concrete additive. By means of the plate type ballastless track self-compacting concrete additive, the segregation prevention capacity of self-compacting concrete can be improved, the shrinkage of the concrete can be reduced, and industrial waste or by-products can be utilized to the maximum extent. The plate type ballastless track self-compacting concrete additive is composed of, by weight, 100 parts of sulfur-fixed ash, 20 parts to 50 parts of coal ash, 10 parts to 30 parts of silica fume, 10 parts to 20 parts of slag powder, 0.5 part to 1 part of water reducing agents and 0.1 part to 0.5 part of triisopropanolamine. The plate type ballastless track self-compacting concrete additive accounting for 10wt% to 25wt% of cement is mixed into the self-compacting concrete.

Description

technical field [0001] The invention relates to a slab ballastless track, in particular to a self-compacting concrete additive for a CRTSⅢ slab ballastless track. Background technique [0002] In recent years, high-speed railways have developed by leaps and bounds all over the world, especially in China. By the end of 2013, China had completed and operated 11,000 kilometers of high-speed railways, and 13,000 kilometers of high-speed railways were under construction. In these high-speed railways, quite a few lines adopt slab ballastless track structure. At present, there are three main types of slab ballastless tracks in China, namely CRTS (China Railway Track System) Ⅰ, Ⅱ, and Ⅲ type. Floor, subgrade (bridge deck). [0003] Among them, CRTS Ⅰ type slab ballastless track is filled with CA mortar (Cement and emulsified asphalt mortar) with low elastic modulus, while CRTS Ⅱ type is filled with CA mortar with high elastic modulus. The CRTSⅢ slab ballastless track is a track s...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B24/12C04B22/14
Inventor 张峰许涛曾晓辉赵勇冉华杨波苏伟邓利平张勇陈杭东胡剑华徐军徐荣贵胡宗锋黎建波韩青东李固华
Owner 中铁八局集团第四工程有限公司
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