
基本信息:
- 专利标题: 一种水泥稳定碎石底基层、下基层和上基层三层连铺的施工方法
- 专利标题(英):Construction method of continuous three layer pavement of bottom base layer, lower base layer and upper base layer of cement stabilized macadam
- 申请号:CN201510092114.8 申请日:2015-02-17
- 公开(公告)号:CN104631261A 公开(公告)日:2015-05-20
- 发明人: 王振江 , 任伟涛 , 蔡新宁 , 马永青 , 潘祯 , 王顶峰 , 景作为 , 王腾飞 , 黄立国
- 申请人: 中交第一公路工程局有限公司 , 中交一公局第六工程有限公司
- 申请人地址: 北京市朝阳区管庄周家井
- 专利权人: 中交第一公路工程局有限公司,中交一公局第六工程有限公司
- 当前专利权人: 中交一公局集团有限公司,中交一公局第六工程有限公司
- 当前专利权人地址: 北京市朝阳区管庄周家井
- 代理机构: 北京太兆天元知识产权代理有限责任公司
- 代理人: 马灵洁
- 主分类号: E01C7/10
- IPC分类号: E01C7/10
The invention discloses a construction method of the continuous three layer pavement of a bottom base layer, a lower base layer and an upper base layer of cement stabilized macadam. The method comprises the steps of construction lofting; mixed material mixing and transportation; pavement and rolling; and joint connection treatment, wherein in the pavement and rolling step, two pavement machines take place in parallel, a lower supporting layer is wetted by sprinkling water and waterlogging is avoided, and the pavement of the bottom base layer of the cement stabilized macadam is carried out; when the first pavement machine carrying out the pavement by a distance of 5-10 meters, the second pavement machine begins carrying out the pavement, and always keeps the distance of 5-10 meters with the first pavement machine in a pavement process, and the rolling is instantly carried out after pavement and finishing; when a construction section of 200 meters is finished after the pavement and the rolling of the bottom base layer, the pavement of the lower base layer is carried out, and the rolling is instantly carried out after the pavement and finishing; after a construction section of 190 meters is finished after the pavement of the lower base layer, the pavement of the upper base layer is carried out, the lower base layer is constructed under the control of the pavement and rolling, and a construction section of 180 meters is carried out after the pavement of the upper base layer. According to the construction method, the working period is greatly shortened, and the caking property of the integrated structure is high; meanwhile, the maintenance cost of the two layers is saved, and the maintenance is relatively simple.
公开/授权文献:
- CN104631261B 一种水泥稳定碎石底基层、下基层和上基层三层连铺的施工方法 公开/授权日:2016-08-24
IPC结构图谱:
E | 固定建筑物 |
--E01 | 道路、铁路或桥梁的建筑 |
----E01C | 道路、体育场或类似工程的修建或其铺面;修建和修复用的机械和附属工具 |
------E01C7/00 | 现场铺筑的凝结性铺面 |
--------E01C7/02 | .不用胶结材料,只用碎石铺筑的 |
----------E01C7/10 | ..用碎石和水泥或类似胶结材料铺筑的 |