Non-demolition type reforming and refitting construction method
A construction method, non-demolition technology, applied in the field of highway construction, can solve problems such as inability to formulate scientific and reasonable construction plans, easy judgment errors, lack of data on old road damage changes, etc. Mature, scientifically appropriate effect of information data processing
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Embodiment 1
[0058] 1. A non-demolition type reconstruction construction method, which specifically includes the following steps:
[0059] Step A. Treatment of old pavement:
[0060] a. Disposal of concrete slabs on the old pavement with serious structural damage:
[0061] When the concrete slab of the old pavement layer sinks in a whole block and is broken to a large extent, the whole slab is renovated, the old concrete slab and the damaged part of the base layer are removed, the foundation is leveled and compacted, and the C15 concrete reinforcement is used to pour the base layer to the top of the old base layer. , Apply a thin layer of asphalt with a width of 20 cm on the top of the base layer at the joints of the old concrete slabs, and pour the same concrete with the same label as the old surface layer to the top surface elevation of the old pavement layer, and cut the joints between adjacent plate edges to 1 / 4 of the depth of the plate, remove the debris in the joint, and pour the joint ma...
Embodiment 2
[0073] A non-demolition type reconstruction and renovation construction method, specifically including the following steps:
[0074] Step 1. Data collection of old road condition information:
[0075] First, determine the collection lanes for road condition information based on the operating life of the old road, the structure layering composition, and the maintenance over the years, and determine several collection locations based on the road type, project cost, and project environment;
[0076] Then, the road rebound deflection value of the old road, the compressive value of the concrete specimen structure, the cumulative value of road bumps (International Roughness Index), and the pendulum value of the road pendulum instrument (coefficient of friction) are measured at the selected collection location. And the road surface damage rate; the road rebound deflection value is measured by a Beckman beam deflection meter; the concrete specimen structure compression value is measured by a...
Embodiment 3
[0099] Such as figure 1 As shown, a pavement structure of a renovated road using the construction method described in Example 1 or Example 2 includes an old road base layer 1, an old pavement layer 2 laid on the old road base layer, and from bottom to bottom. The asphalt concrete leveling layer 3, the two-way geogrid 4 and the middle and upper layer 5 of asphalt concrete are laid on the old pavement layer in sequence.
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