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Method of upgrading gravel and/or dirt roads and a composite road resulting therefrom

A gravel and road technology, applied in the field of road reconstruction and laying, can solve the problem of no space to widen roads

Inactive Publication Date: 2004-11-24
SHELL INT RES MAATSCHAPPIJ BV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Also, there is often no room to widen the road, as it stretches beyond the existing passable land adjacent to the road being purchased, and incurs additional costs

Method used

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  • Method of upgrading gravel and/or dirt roads and a composite road resulting therefrom
  • Method of upgrading gravel and/or dirt roads and a composite road resulting therefrom
  • Method of upgrading gravel and/or dirt roads and a composite road resulting therefrom

Examples

Experimental program
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Embodiment Construction

[0018] see figure 1 , the gravel or dirt road to be laid is generally indicated by reference numeral 10 . The road includes a road base 12 and a gravel and / or soil base 14 of naturally occurring soil. The method of the present invention utilizes apparatus 16 throughout to form emulsion stabilization layer 18 . The device 16 is a recovery device and includes a milling head 20 with teeth 22 capable of breaking up the base layer 14 , sometimes parts of the layer 12 , into loose material (gravel / soil) 24 in order to start rebuilding the road 10 . Such as figure 1 As shown, device 16 moves to the right side of the page. The milling head 20 is connected to a motorized unit 26 with wheels 28 . The plant 16 also includes a line 30 for carrying the bitumen emulsion and a line 32 for carrying water. The emulsion and sometimes water are sprayed onto the gravel / soil 24 through nozzle 34 which is connected to lines 30 and 32 . The mixing chamber 36, which is part of the apparatus 16,...

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PUM

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Abstract

A method of paving a gravel and / or dirt roadway (10) is provided. This method includes evaluating the roadway to determine if it is an appropriate candidate for emulsion stabilization, rotating a milling head (20) down a roadway to break up gravel and dirt base layer (14), injecting an asphalt emulsion into the broken up gravel and dirt (24), and mixing the emulsion with the gravel and dirt (24) so as to form an emulsion stabilized layer (18). The emulsion stabilized layer (18) is then spread and compacted to create a paved roadway. Following this, a wearing surface may be applied to the emulsion stabilized layer (18).

Description

technical field [0001] This invention relates to the reconstruction and laying of roads. In particular, the present invention relates to methods of designing and building roads using on-site ground material rather than clearing and replacing roads. Background technique [0002] Currently, when roads are rebuilt, materials such as stone, dirt and gravel are often dug out and removed. The aggregate base and hot mixed asphalt are then transported to the construction site and laid in multiple layers over the clean area. A disadvantage of this process is that it is time consuming as it requires two steps. Break up dirt or gravel roads and remove material in one pass. Then, in a second process, the aggregate and bitumen are transported to the site and laid on the excavated surface. [0003] Another disadvantage of this process is its high cost. The expected level of traffic on the road must be planned for several years in the future, so the road must be constructed with the n...

Claims

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Application Information

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IPC IPC(8): E01C3/00E01C7/36E01C21/00E01C23/06
CPCE01C23/065E01C7/36E01C21/00
Inventor 比尔·格拉巴托德·托马斯丹·韦格曼
Owner SHELL INT RES MAATSCHAPPIJ BV
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