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Construction method of underground reclaimed water plant
The invention discloses a construction method of an underground reclaimed water plant. The construction method is used for construction of the underground reclaimed water plant and comprises the following steps of, constructing a bottom plate and/or a top plate and/or a side wall by using an alternative bay construction method, segmenting an integral structure of the underground reclaimed water plant according to construction joints, pouring sections at intervals, and filling and pouring after a certain time to form the integral structure of the underground reclaimed water plant. The top plate is constructed and formed through the following steps that, S1, a waterproof layer is arranged on a structural plate, and an isolation layer is additionally arranged on the structural plate; S2, a heat preservation layer and a first protection layer are sequentially added to the structural plate; S3, a waterproof roll and a root puncture resistant waterproof isolation layer are arranged on the first protection layer; and S4, a second protection layer is made to protect a waterproof coiled material. By applying the alternative bay construction method to the underground reclaimed water plant, the serious problem that the underground reclaimed water plant cannot meet the engineering requirements due to leakage at the expansion joints caused by a plurality of permanent expansion joints or a post-cast strip construction method in the prior art can be effectively solved.
本发明公开了一种地下再生水厂的施工方法,用于地下再生水厂施工,其包括以下步骤:使用跳仓法施工底板和/或顶板和/或侧墙,将地下再生水厂整体结构按施工缝分段,隔一段浇筑一段,并经过一定时间后再填浇成地下再生水厂整体结构。所述顶板通过以下步骤构建成型:S1,在结构板上设置防水层并附加隔离层;S2,在上述结构板上依次增加保温层和第一保护层;S3,在所述第一保护层上设置防水卷材以及耐根穿刺防水隔离层;S4,做第二保护层以保护所述防水卷材。通过将上述跳仓法施工方法应用至地下再生水厂中来,可以有效地解决现有技术中多道永久性伸缩缝或者采用后浇带法施工的方式会导致伸缩缝处发生渗漏,导致地下再生水厂无法满足工程要求的严重问题。
Construction method of underground reclaimed water plant
The invention discloses a construction method of an underground reclaimed water plant. The construction method is used for construction of the underground reclaimed water plant and comprises the following steps of, constructing a bottom plate and/or a top plate and/or a side wall by using an alternative bay construction method, segmenting an integral structure of the underground reclaimed water plant according to construction joints, pouring sections at intervals, and filling and pouring after a certain time to form the integral structure of the underground reclaimed water plant. The top plate is constructed and formed through the following steps that, S1, a waterproof layer is arranged on a structural plate, and an isolation layer is additionally arranged on the structural plate; S2, a heat preservation layer and a first protection layer are sequentially added to the structural plate; S3, a waterproof roll and a root puncture resistant waterproof isolation layer are arranged on the first protection layer; and S4, a second protection layer is made to protect a waterproof coiled material. By applying the alternative bay construction method to the underground reclaimed water plant, the serious problem that the underground reclaimed water plant cannot meet the engineering requirements due to leakage at the expansion joints caused by a plurality of permanent expansion joints or a post-cast strip construction method in the prior art can be effectively solved.
本发明公开了一种地下再生水厂的施工方法,用于地下再生水厂施工,其包括以下步骤:使用跳仓法施工底板和/或顶板和/或侧墙,将地下再生水厂整体结构按施工缝分段,隔一段浇筑一段,并经过一定时间后再填浇成地下再生水厂整体结构。所述顶板通过以下步骤构建成型:S1,在结构板上设置防水层并附加隔离层;S2,在上述结构板上依次增加保温层和第一保护层;S3,在所述第一保护层上设置防水卷材以及耐根穿刺防水隔离层;S4,做第二保护层以保护所述防水卷材。通过将上述跳仓法施工方法应用至地下再生水厂中来,可以有效地解决现有技术中多道永久性伸缩缝或者采用后浇带法施工的方式会导致伸缩缝处发生渗漏,导致地下再生水厂无法满足工程要求的严重问题。
Construction method of underground reclaimed water plant
一种地下再生水厂的施工方法
LIU ZHENGUO (author) / LIU KUISHENG (author) / DOU YI (author) / MA LE (author) / GUO MINGZHONG (author) / XIN YUSHENG (author) / YUAN YUNFENG (author) / YANG ZHANKUN (author) / GUO LIJIA (author) / LI MINGKUI (author)
2021-06-22
Patent
Electronic Resource
Chinese
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