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Cast-in-place combined pavement slab for airport and preparation method

A cast-in-place, airport technology, applied in the direction of roads, roads, special pavements, etc., can solve the problems of foundation soil settlement, time-consuming and laborious, plate fracture, etc., and achieve the effect of reducing tensile cracking, comfortable passenger environment, and reducing FOD.

Pending Publication Date: 2022-07-29
CIVIL AVIATION UNIV OF CHINA
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, most of the new airport pavements in my country use cement concrete pavement. This pavement has good compressive and flexural capabilities, and its designed service life can reach 20-30 years. However, due to improper design, construction, use, and external environmental influences, For example, snow and ice removal in winter, sunshine in summer, etc., often begin to appear early diseases after 5-7 years of use, such as cracking, plate breakage, loose peeling of the surface, etc., and will produce FOD (Foreign Object Debris), which may damage the aircraft. Foreign matter, debris or objects
At the same time, the penetration of cracks will cause rainwater to infiltrate and cause mud pumping. In severe cases, it will lead to subsidence of foundation soil, breakage and collapse of pavement panels, which will affect the service life of airport pavement and seriously affect the safety of aircraft operation.
In addition, the current problem of pavement panel disease is still focused on the repair after the disease occurs. When the disease is slightly serious, some pavement panels are replaced, and when it is particularly serious, the cover is used for overlaying. Economic losses

Method used

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  • Cast-in-place combined pavement slab for airport and preparation method
  • Cast-in-place combined pavement slab for airport and preparation method
  • Cast-in-place combined pavement slab for airport and preparation method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0021] like figure 1 As shown, the airport cast-in-place composite road panel provided in this embodiment is composed of an upper layer 1 and a lower layer 3 made of engineering cement-based composite materials and an intermediate layer 2 made of dry hard concrete; the upper layer 1 and the lower layer 3 are both It is composed of water, cement, fly ash, quartz sand, HCSA expansion agent, PVA fiber and polycarboxylate water reducer, among which water, cement, fly ash, quartz sand, HCSA expansion agent and polycarboxylate water reducer are The weight ratio is 35:40:50:35:12:0.2, and the volume content of PVA fiber accounts for 2% of the total volume of the upper or lower layer. Among them, Portland cement of 42.5 strength grade is used for cement; first-grade fly ash is used for fly ash; and 90-mesh fine quartz sand is used for quartz sand. The thickness of the upper layer 1, the middle layer 2 and the lower layer 3 is determined according to the airport class and the required...

Embodiment 2

[0029] like figure 1 As shown, the airport cast-in-place composite road panel provided in this embodiment is composed of an upper layer 1 and a lower layer 3 made of engineering cement-based composite materials and an intermediate layer 2 made of dry hard concrete; the upper layer 1 and the lower layer 3 are both It is composed of water, cement, fly ash, quartz sand, HCSA expansion agent, PVA fiber and polycarboxylate water reducer, among which water, cement, fly ash, quartz sand, HCSA expansion agent and polycarboxylate water reducer are The weight ratio is 40:45:55:40:15:0.2, and the volume content of PVA fiber accounts for 1.5% of the total volume of the upper or lower layer. Among them, Portland cement of 42.5 strength grade is used for cement; first-grade fly ash is used for fly ash; and 100-mesh fine quartz sand is used for quartz sand. The thickness of the upper layer 1, the middle layer 2 and the lower layer 3 is determined according to the airport class and the requi...

Embodiment 3

[0032] like figure 1 As shown, the airport cast-in-place composite road panel provided in this embodiment is composed of an upper layer 1 and a lower layer 3 made of engineering cement-based composite materials and an intermediate layer 2 made of dry hard concrete; the upper layer 1 and the lower layer 3 are both It is composed of water, cement, fly ash, quartz sand, HCSA expansion agent, PVA fiber and polycarboxylate water reducer, among which water, cement, fly ash, quartz sand, HCSA expansion agent and polycarboxylate water reducer are The weight ratio is 30:35:45:30:10:0.1, and the volume dosage of PVA fiber accounts for 1% of the total volume of the upper or lower layer. Among them, Portland cement of 42.5 strength grade is used for cement; first-grade fly ash is used for fly ash; and 120-mesh fine quartz sand is used for quartz sand. The thickness of the upper layer 1, the middle layer 2 and the lower layer 3 is determined according to the airport class and the required...

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Abstract

The invention discloses an airport cast-in-situ combined pavement slab and a preparation method. The pavement slab is composed of an upper layer, a lower layer and a middle layer, wherein the upper layer and the lower layer are made of engineering cement-based composite materials; the method has the advantages that the phenomenon of tensile cracking of the pavement slab can be reduced by utilizing the ultrahigh tensile toughness and micro-crack control capability of the ECC material, even if the pavement slab is cracked, the crack width is less than 100 microns, the material can work with cracks, and meanwhile, the cracks can be basically healed after three to four dry-wet cycles in an open-air environment. The ECC material has high bending deformation capacity, so that arching fracture damage of the airport pavement slab caused by temperature gradient can be avoided. In addition, the upper layer of the airport pavement slab is made of ECC materials, FOD can be reduced to a great extent, noise is lower when an airplane slides, and the environment for passengers is more comfortable. According to the airport combined pavement slab structural form adopted by the invention, the mechanical property of the ECC material can be fully utilized, and the manufacturing cost is greatly reduced.

Description

technical field [0001] The invention belongs to the technical field of airport engineering, and in particular relates to an airport cast-in-place composite track panel and a preparation method. Background technique [0002] As the most important part of airport facilities, airport pavement is the necessary infrastructure for aircraft taxiing, take-off and landing. The safety of the airport pavement can directly determine whether the aircraft can operate safely and whether the airport can operate safely. At present, most of the new airport pavements in my country are made of cement concrete pavement. This kind of pavement has good compressive and flexural resistance, and its designed service life can reach 20-30 years. However, due to improper design, construction, use and external environmental impact, For example, ice and snow removal in winter, sunshine in summer, etc., often start to appear early diseases after 5-7 years of use, such as cracking, plate fracture, loose sur...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C9/00E01C5/08E01C11/24C04B28/04
CPCE01C9/001E01C5/08E01C11/24C04B28/04C04B2111/00612C04B2111/0075C04B18/08C04B14/06C04B16/0641C04B2103/302
Inventor 陈宇林熙杰李长辉吴堃黄信
Owner CIVIL AVIATION UNIV OF CHINA
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