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Buffer anti-cracking layer, its preparation method, concrete pavement structure and its preparation method

An anti-crack layer, cement concrete technology, applied in the field of cement concrete pavement, can solve problems such as stress and deformation not being effectively diffused, warping deformation of concrete panels, failure to reach the design service life, etc., to avoid expansion-shrinkage- Expansion cycles, resistance to shrinkage and cracking, protection against erosion

Active Publication Date: 2022-01-18
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the cement concrete pavement built in the early days of our country generally failed to reach the design service life due to early damage.
On the one hand, due to the "rigid + rigid" hard contact mode between the concrete panel and the base layer, the impact load of the concrete panel under the dynamic load of the vehicle is greatly increased, thereby causing the impact fracture of the panel; on the other hand, due to the joint The rainwater will seep down to the base structure, and under the repeated action of the traffic load, the base will be washed away, resulting in damage to the base structure, which will cause uneven support of the panel and fracture; at the same time, under the action of temperature and humidity, the concrete panel will Warping deformation and additional stress are generated, and the failure of effective diffusion of stress and deformation will lead to panel fracture

Method used

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  • Buffer anti-cracking layer, its preparation method, concrete pavement structure and its preparation method

Examples

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preparation example Construction

[0038] The method according to the present invention prepared cracking buffer layer 2 comprising the steps of:

[0039] Weigh cement, coarse aggregate, sand, admixture, modifiers, additives and water, and then cement, coarse aggregate, sand, admixtures, and water-modified stir, followed by addition of additives, stirred uniformly to obtain cracking material of the buffer layer 2, finally prepared using crack buffer layer of the buffer material 2 2 anti-crack layer.

[0040] Cracking buffer cement concrete pavement structure according to the present invention comprises a base 1, cement concrete road surface 3 and disposed on the surface of cement concrete pavement crack resistance layer 3 and the buffer layer between the base layer 1 2, wherein said buffer cracking thickness of the layer 2 is 2.5 ~ 3.0cm.

[0041] The method of the present invention, the buffer prepared crack concrete pavement structure, comprising the steps of:

[0042]1) According to the "Rules of Highway Cement ...

Embodiment 1

[0047] The buffer anti-crack layer 2 of the present invention is from 100 parts of cement, 120 parts of coarse agglomeration, and 10 parts of sand, 25 parts of the blend, 10 parts of modifier, 3 parts. Excess additives and 40 parts of water;

[0048] The blend is composed of bentonite, wheat stone, sea bubble powder and expansive pearl rock;

[0049] The modifier blend is composed of polybutadiene, polystyrene latex and neoprene latex;

[0050] The appliance consists of high water absorbing resin, nanocalized calcium oxide, magnesium powder, calcium sulphate, N-diethyl nitromine, and polycarboxylic acid water repellent.

[0051] Cement is 42.5r cement or 52.5r ordinary silicate cement, the density of cement is 3.0g / cm 3 .

[0052] The fineness modulus of the river sand is 2.5, the density of the river sand is greater than or equal to 2550kg / m 3 .

[0053] The coarse fracture is lime rock, and the percentage of 30 mm of the crude collector is 0, the 9.5mm screen hole of the cru...

Embodiment 2

[0066] The buffer anti-crack layer 2 of the present invention is from 100 parts of cement, 160 parts of a coarse material, 180 parts of sand, and 6 serviles. Extractures and 50 parts of water;

[0067] The blend is composed of bentonite, wheat stone, sea bubble powder and expansive pearl rock;

[0068] The modifier blend is composed of polybutadiene, polystyrene latex and neoprene latex;

[0069] The appliance consists of high water absorbing resin, nanocalized calcium oxide, magnesium powder, calcium sulphate, N-diethyl nitromine, and polycarboxylic acid water repellent.

[0070] Cement is 42.5r cement or 52.5r ordinary silicate cement, the density of cement is 3.3g / cm 3 .

[0071] The fineness modulus of the river sand is 3.0, the apparent density of the river sand is greater than or equal to 2550kg / m 3 .

[0072] The coarse fracture is lime rock, and the 16.0mm screen hole of crude collector is 0, and the percentage of 9.5mm screen hole of crude collector is 15%, and the 40...

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Abstract

The invention discloses a buffering anti-cracking layer, its preparation method, concrete pavement structure and its preparation method, which consists of 100 parts by mass of cement, 120-160 parts of coarse aggregate, 120-180 parts of sand, 25-40 parts of admixture, 10-15 parts of modifier, 3-6 parts of admixture and 40-50 parts of water; the admixture is composed of bentonite, medical stone, sepiolite powder and Composed of expanded perlite; the modifier admixture is composed of polybutadiene graft, polystyrene latex and neoprene latex; the admixture is composed of superabsorbent resin, nano calcium oxide, magnesium powder, calcium sulfoaluminate, Composed of N-diethylnitrosamine and polycarboxylate superplasticizer, the buffer anti-cracking layer can effectively improve the durability of the concrete pavement structure, and at the same time improve the contact state between the surface layer and the base layer, and the preparation method is relatively simple .

Description

Technical field [0001] The present invention belongs to the technical field of concrete pavement, relates to anti-crack layer as a buffer, their preparation, and a preparation method concrete pavement. Background technique [0002] Cement concrete pavement due to its high strength, high stiffness, high capacity, wide range of sources of raw materials and adaptability to the environment, etc., countries around the world are universally applied. However, in the early construction of cement concrete pavement early damage due to the widespread problem but less than the design service life. Partly because the "just immediately +" hard contact mode, resulting in a substantial increase in impact loading concrete slab under dynamic loading of the vehicle, thereby causing impact fracture between the concrete panel and the panel base layer; the other hand, since the joint rain water infiltration at the infrastructure, so that under the repeated action of the base layer being flush vehicle ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04C04B111/34
CPCC04B28/04C04B2111/343C04B2111/0075C04B2111/00293C04B14/28C04B14/06C04B14/04C04B14/104C04B14/042C04B14/185C04B24/26C04B24/2682C04B22/064C04B22/04C04B22/14C04B24/127C04B2103/0051C04B2103/302
Inventor 何锐王铜房建宏薛成白永厚陈华鑫杨博
Owner CHANGAN UNIV
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