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Construction method for paving temporary shortcut by in-situ regenerated hydrophobic soil of drilling slag
The invention relates to the technical field of road construction, and discloses a construction method for paving a temporary shortcut by in-situ regenerated hydrophobic soil of drilling slag, which comprises the following steps: S1, slurry treatment: firstly flocculating and settling the slurry, then pressing out moisture in the slurry to obtain a dry mud cake, then crushing the dry mud cake, adding original soil or machine-made sand, and uniformly mixing to obtain backfill soil; s2, site cleaning and rolling before filling are conducted, sundries in the roadbed land range are removed, then leveling and tamping are conducted, and watering is conducted for wetting; s3, the backfill soil is paved and leveled, specifically, the backfill soil obtained in the S1 is divided into three layers to be paved at the construction boundary, and each layer of backfill soil is leveled after being paved; s4, curing treatment is conducted, specifically, a water repellent is sprayed to the backfill soil paved on the road surface, and then the backfill soil and the water repellent are evenly stirred; s5, tamping and flattening are conducted; and S6, road drying and quality inspection. The treated drilling slag serves as backfill soil to lay the temporary shortcut, resource waste is not prone to being generated during dismantling, the construction period is short, and energy conservation and environmental protection are achieved.
本申请涉及道路施工的技术领域,公开了一种钻渣就地再生憎水土铺设临时便道的施工方法,包括如下步骤:S1、泥浆处理,先使泥浆絮凝沉淀,再压出泥浆中的水分、得到干泥饼,然后对干泥饼进行粉碎,加原土或机制砂拌和均匀,得到回填土;S2、场地清理与填前碾压,清除路基用地范围内的杂物,然后整平夯实、洒水润湿;S3、摊铺和整平回填土,将S1得到的回填土分三层摊铺于施工界限,每摊铺一层回填土均对其进行整平;S4、固化处理,先向摊铺于路面的回填土喷洒憎水剂,再将回填土与憎水剂翻拌均匀;S5、夯实与压平;S6、道路干燥与质量检查。本申请以处理后的钻渣作为回填土铺设临时便道,拆除时不易产生资源浪费,施工周期短、节能环保。
Construction method for paving temporary shortcut by in-situ regenerated hydrophobic soil of drilling slag
The invention relates to the technical field of road construction, and discloses a construction method for paving a temporary shortcut by in-situ regenerated hydrophobic soil of drilling slag, which comprises the following steps: S1, slurry treatment: firstly flocculating and settling the slurry, then pressing out moisture in the slurry to obtain a dry mud cake, then crushing the dry mud cake, adding original soil or machine-made sand, and uniformly mixing to obtain backfill soil; s2, site cleaning and rolling before filling are conducted, sundries in the roadbed land range are removed, then leveling and tamping are conducted, and watering is conducted for wetting; s3, the backfill soil is paved and leveled, specifically, the backfill soil obtained in the S1 is divided into three layers to be paved at the construction boundary, and each layer of backfill soil is leveled after being paved; s4, curing treatment is conducted, specifically, a water repellent is sprayed to the backfill soil paved on the road surface, and then the backfill soil and the water repellent are evenly stirred; s5, tamping and flattening are conducted; and S6, road drying and quality inspection. The treated drilling slag serves as backfill soil to lay the temporary shortcut, resource waste is not prone to being generated during dismantling, the construction period is short, and energy conservation and environmental protection are achieved.
本申请涉及道路施工的技术领域,公开了一种钻渣就地再生憎水土铺设临时便道的施工方法,包括如下步骤:S1、泥浆处理,先使泥浆絮凝沉淀,再压出泥浆中的水分、得到干泥饼,然后对干泥饼进行粉碎,加原土或机制砂拌和均匀,得到回填土;S2、场地清理与填前碾压,清除路基用地范围内的杂物,然后整平夯实、洒水润湿;S3、摊铺和整平回填土,将S1得到的回填土分三层摊铺于施工界限,每摊铺一层回填土均对其进行整平;S4、固化处理,先向摊铺于路面的回填土喷洒憎水剂,再将回填土与憎水剂翻拌均匀;S5、夯实与压平;S6、道路干燥与质量检查。本申请以处理后的钻渣作为回填土铺设临时便道,拆除时不易产生资源浪费,施工周期短、节能环保。
Construction method for paving temporary shortcut by in-situ regenerated hydrophobic soil of drilling slag
一种钻渣就地再生憎水土铺设临时便道的施工方法
ZHANG JIANJUN (Autor:in) / SHI LIANG (Autor:in) / WU SHENGHONG (Autor:in) / ZHU XIAOBO (Autor:in) / WU YITIAN (Autor:in)
26.04.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01C
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