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High-performance plastic cracking resistance bridge deck pavement concrete and construction method thereof

A bridge deck pavement and construction method technology, which is applied to bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of fast water evaporation, harsh construction environment of bridge deck pavement, and reduced service life of bridge deck pavement structural layers, etc. question

Inactive Publication Date: 2018-07-31
GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, the construction environment of bridge deck pavement is harsh, and its construction quality is particularly affected by ambient temperature, humidity and windy weather
Therefore, due to the unreasonable maintenance measures and fast water evaporation in the early stage of the current bridge deck pavement, the occurrence rate of plastic cracks is above 80%, and the crack depth is mostly between 3 and 20mm. The existence of cracks is the passage of corrosive media, which will seriously Reduced service life of bridge deck pavement
After the existing bridge deck pavement is poured, it is covered with a film to retain water and intermittently sprinkled for maintenance. The water on the surface cannot be effectively suppressed and the water evaporates freely, and there is not enough water inside to ensure the continuity of the cementitious material. Therefore, not only will plastic cracks occur in the thin-walled bridge deck pavement layer in the morning, but also the binding force between concrete and steel bars cannot achieve the expected effect due to the existence of micro-crack damage

Method used

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  • High-performance plastic cracking resistance bridge deck pavement concrete and construction method thereof
  • High-performance plastic cracking resistance bridge deck pavement concrete and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0016] Concrete formulation composition:

[0017] Cement (common silicate P.042.5, China Resources) 428kg, medium sand 740kg (river sand with a weight ratio of 10:1 (Xinlong Sand Field River Sand Zone II sand), steel slag mixture), gravel (small stone 214kg, 4.75~ 9.5mm; large stone 859kg, 9.5~19mm, Guangxi Fuda Stone Field), polycarboxylate superplasticizer 6.42kg (TKA-2 polycarboxylate superplasticizer produced by Chongqing Tongke Building Materials Co., Ltd., water reducing rate greater than 25 %, accounting for 1.5% of the cement weight), water 155kg, and water-absorbing resin 0.85kg (PAM, Chengdu Xinhao Chemical Co., Ltd., accounting for 0.2% of the cement weight, the water absorption saturation rate is below 10s, and the water absorption multiple is 500-800 times).

[0018] Basic properties of concrete:

[0019] The 7-day compressive strength is 42Mpa, the 7-day flexural tensile strength is 4.8MPa, the 28-day compressive strength is 63MPa, and the flexural tensile stren...

Embodiment 2

[0023] Concrete formulation composition:

[0024] Cement (common silicate P.042.5, China Resources) 400kg, medium sand 692kg (river sand with a weight ratio of 10:1 (Xinlong Sand Field River Sand Zone II sand), steel slag mixture), crushed stone (small stone 113kg, 4.75~ 9.5mm; large stone 1017kg, 9.5~19mm, Guangxi Fuda Stone Field), polycarboxylate superplasticizer 4.8kg (TKA-2 polycarboxylate superplasticizer produced by Chongqing Tongke Building Materials Co., Ltd., water reducing rate greater than 25 %, accounting for 1.2% of the weight of cement), 160kg of water, and 1.00kg of water-absorbing resin (PAM, Chengdu Xinhao Chemical Co., Ltd., accounting for 0.25% of the weight of cement, the water absorption saturation rate is below 10s, and the water absorption multiple is 500-800 times).

[0025] Basic properties of concrete:

[0026] The 7-day compressive strength is 41Mpa, the 7-day flexural tensile strength is 4.2MPa, the 28-day compressive strength is 53MPa, and the fl...

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Abstract

The invention discloses high-performance plastic cracking resistance bridge deck pavement concrete which is prepared from the following raw materials in percentage by weight: 14.7% to 18.4% of cement,28% to 31% of medium sand, 41% to 44% of broken stones, 1.2% to 2.0% of polycarboxylate superplasticizer, 5.8% to 6.9% of water and 0.029% to 0.036% of water-absorbent resin. Accordingly, a corresponding construction method is also established, wherein the water-absorbent resin plays an internal nourishing function by gradually releasing pre-absorbed free moisture in a later cementing material hydration environment; a surface protection agent can effectively inhibit an evaporation amount of the free moisture, isolates exchange loss of the moisture and the surrounding environment and takes anexternal resistance effect. By applying an internal-nourishing external-resistance comprehensive maintenance plasticity-resistance cracking-resistance technology provided by the invention, early plastic cracking resistance of thin-wall bridge deck pavement concrete can be greatly promoted, reduction on pavement maintenance cost is implemented, the service life of a bridge deck pavement structure is prolonged, and the high-performance plastic cracking resistance bridge deck pavement concrete has important application value.

Description

technical field [0001] The invention belongs to the technical field of bridge deck pavement, in particular to a high-performance plastic cracking-resistant bridge deck pavement concrete and a construction method thereof. Background technique [0002] Reinforced cement concrete bridge deck pavement is the main structural form of bridge deck pavement in my country at present. It has the characteristics of low cost, high strength, strong impact resistance, and good crack resistance. However, the construction environment of bridge deck pavement is harsh, and its construction quality is particularly affected by ambient temperature, humidity and windy weather. Therefore, due to the unreasonable maintenance measures and fast water evaporation in the early stage of the current bridge deck pavement, the occurrence rate of plastic cracks is above 80%, and the crack depth is mostly between 3 and 20mm. The existence of cracks is the passage of corrosive media, which will seriously Redu...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04E01D21/00
CPCC04B28/04C04B2111/0075C04B2201/50C04B2201/52E01D21/00C04B14/06C04B14/02C04B2103/302C04B24/24
Inventor 周胜波李庚飞熊剑平王礼根龚文剑陈杰冯明珠姚新宇禤炜安
Owner GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD