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Method for constructing pavements by transporting bituminous concrete at normal temperature

A technology of asphalt concrete and construction method, which is applied to cohesive pavement paved on site, roads, roads, etc., can solve the problems of uneconomical mixing stations, and achieve easy control of product quality, convenient input and control, and good environmental protection and energy-saving effect

Inactive Publication Date: 2010-12-08
CHINA COAL NO 3 CONSTR GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Therefore, the asphalt mixing plant is often relocated with the construction site, and it is uneconomical to build a large-scale mixing plant; at the same time, the three processes of mixing, paving, and rolling are closely connected and must be carefully arranged, which is often the focus of construction and quality control ,difficulty

Method used

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Embodiment

[0018] Embodiment: Take the construction of an asphalt concrete pavement as an example to illustrate the construction method of the normal temperature transport asphalt concrete pavement in this embodiment, and proceed as follows:

[0019] A. In the asphalt mixing plant, heat and mix asphalt, crushed stone and mineral powder into asphalt concrete, preliminarily process and lower to normal temperature, and the mineral powder contains 10% to 100% of wave-absorbing materials by weight percentage, so The absorbing material can be selected from ferrite, silicon carbide, graphite;

[0020] B. Load and transport the preliminarily processed room temperature asphalt concrete to the construction site; (transport to the use site in the usual way of transporting general materials).

[0021] C. Lay normal temperature asphalt concrete on the road construction site to form asphalt pavement; (lay according to the design thickness).

[0022] D. Use a microwave heating vehicle to heat the pave...

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Abstract

The invention discloses a method for constructing pavements by transporting bituminous concrete at a normal temperature, comprising the following steps of: (1) heating and stirring bitumen, broken stone and mineral powder into the bituminous concrete in a bitumen mixture stirring station, initially processing and cooling to the normal temperature, wherein the mineral powder contains 10%-100% of wave-absorbing materials in weight percentage; (2) loading the initially processed normal-temperature bituminous concrete on a vehicle and transporting to a construction site; (3) laying the normal-temperature bituminous concrete in the construction site to form bituminous pavements; (4) heating the laid bituminous pavements to 130 DEG C-150 DEG C by adopting a microwave heating vehicle in site; and (5) finally laminating densely and molding the heated bituminous pavements in time by adopting a road roller so that the bituminous pavements achieve the smooth effect. The process in the invention has no need of controlling the transporting temperature of the bituminous concrete so that the stirring station does not need to move at any time, and the paving is also more convenient to arrange.

Description

Technical field: [0001] The invention relates to a construction method of asphalt concrete pavement, in particular to a construction method of normal temperature transportation asphalt concrete pavement. Background technique: [0002] Today, the general asphalt concrete pavement construction process is 1. Heating and mixing asphalt, gravel, mineral powder, etc. at the asphalt mixing station 2. Loading and transporting to the site with heat preservation 3. Rapid paving on site by paver 4. The road roller compacts and shapes the paving material. [0003] Because the three processes of mixing, paving and rolling must be carried out at a relatively high temperature. Generally, the temperature of asphalt during mixing is about 160°C-170°C, and the discharge temperature of machine-made asphalt mixture is preferably 155°C-170°C; the temperature of asphalt mixture transported to the site for paving shall not be lower than 130°C-150°C. Mixtures that have been agglomerated or expose...

Claims

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Application Information

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IPC IPC(8): E01C7/18
Inventor 袁斌
Owner CHINA COAL NO 3 CONSTR GRP
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