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Paving construction method for large-thickness wide-width water stable layer
The invention discloses a paving construction method for a large-thickness wide-width water stable layer, relates to the technical field of civil engineering, and aims to solve the problems of low interlayer adhesion degree, infirm adhesion, poor integrity, easiness in cracking under heavy load, need of a large amount of construction time and low paving efficiency in layered paving in the prior art. The method is characterized by comprising the following steps that S1, the weight ratio of graded gravel to cement in a cement stabilized gravel lower base layer is 100: 4.7, the maximum dry density is 2.399 g/cm < 3 >, the optimal water content is 5.3%, and the grain size ratio of the graded gravel is 16-31.5 mm: 9.5-19 mm: 4.75-9.5 mm: 0-4.75 mm: 27%: 29%: 16%: 28%; S2, the weight ratio of graded gravel to cement in a base layer of the cement stabilized gravel is 100: 5.7, the maximum dry density is 2.421 g/cm < 3 >, the optimal water content is 5.6%, and the particle size ratio of the graded gravel is that 1631.5 mm: 9.519 mm: 4.759.5 mm: 0-4.75 mm = 31%: 26%: 18%: 25%; S3, surveying and setting out; S4, constructing a lower base layer of the cement stabilized gravel; S5, constructing a base layer in the cement stabilized gravel; and S6, performing maintenance and finished product protection.
本申请公开了一种大厚度宽幅水稳层摊铺施工方法,涉及土木工程技术领域,旨在解决相关技术中分层铺筑易出现层间粘合度不高、黏结不牢、整体性差、重荷下容易开裂、需要大量施工时间、铺筑效率低下的问题,其技术要点在于包括以下步骤:S1、水泥稳定砂砾下基层中各组份重量比为级配砂砾:水泥=100:4.7,最大干密度2.399g/cm3,最佳含水量为5.3%,其中,级配砂砾的粒径比例为16‑31.5mm:9.5‑19mm:4.75‑9.5mm:0‑4.75mm=27%:29%:16%:28%;S2、水泥稳定砂砾中基层中各组份重量比为级配砂砾:水泥=100:5.7,最大干密度2.421g/cm3,最佳含水量为5.6%,其中,级配砂砾的粒径比例为16‑31.5mm:9.5‑19mm:4.75‑9.5mm:0‑4.75mm=31%:26%:18%:25%;S3、测量放样:S4、水泥稳定砂砾下基层施工;S5、水泥稳定砂砾中基层施工;S6、养护及成品保护。
Paving construction method for large-thickness wide-width water stable layer
The invention discloses a paving construction method for a large-thickness wide-width water stable layer, relates to the technical field of civil engineering, and aims to solve the problems of low interlayer adhesion degree, infirm adhesion, poor integrity, easiness in cracking under heavy load, need of a large amount of construction time and low paving efficiency in layered paving in the prior art. The method is characterized by comprising the following steps that S1, the weight ratio of graded gravel to cement in a cement stabilized gravel lower base layer is 100: 4.7, the maximum dry density is 2.399 g/cm < 3 >, the optimal water content is 5.3%, and the grain size ratio of the graded gravel is 16-31.5 mm: 9.5-19 mm: 4.75-9.5 mm: 0-4.75 mm: 27%: 29%: 16%: 28%; S2, the weight ratio of graded gravel to cement in a base layer of the cement stabilized gravel is 100: 5.7, the maximum dry density is 2.421 g/cm < 3 >, the optimal water content is 5.6%, and the particle size ratio of the graded gravel is that 1631.5 mm: 9.519 mm: 4.759.5 mm: 0-4.75 mm = 31%: 26%: 18%: 25%; S3, surveying and setting out; S4, constructing a lower base layer of the cement stabilized gravel; S5, constructing a base layer in the cement stabilized gravel; and S6, performing maintenance and finished product protection.
本申请公开了一种大厚度宽幅水稳层摊铺施工方法,涉及土木工程技术领域,旨在解决相关技术中分层铺筑易出现层间粘合度不高、黏结不牢、整体性差、重荷下容易开裂、需要大量施工时间、铺筑效率低下的问题,其技术要点在于包括以下步骤:S1、水泥稳定砂砾下基层中各组份重量比为级配砂砾:水泥=100:4.7,最大干密度2.399g/cm3,最佳含水量为5.3%,其中,级配砂砾的粒径比例为16‑31.5mm:9.5‑19mm:4.75‑9.5mm:0‑4.75mm=27%:29%:16%:28%;S2、水泥稳定砂砾中基层中各组份重量比为级配砂砾:水泥=100:5.7,最大干密度2.421g/cm3,最佳含水量为5.6%,其中,级配砂砾的粒径比例为16‑31.5mm:9.5‑19mm:4.75‑9.5mm:0‑4.75mm=31%:26%:18%:25%;S3、测量放样:S4、水泥稳定砂砾下基层施工;S5、水泥稳定砂砾中基层施工;S6、养护及成品保护。
Paving construction method for large-thickness wide-width water stable layer
大厚度宽幅水稳层摊铺施工方法
WU SHUGUANG (author) / ZHAO FUQIANG (author) / SUN HONGLIANG (author) / YUAN JINXIU (author) / DU QING (author) / GAO TENGFEI (author) / LIU JUN (author)
2021-01-08
Patent
Electronic Resource
Chinese
IPC:
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
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