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Water storage causeway and preloading construction method
The invention provides a water storage causeway and a preloading construction method, and relates to the technical field of civil construction engineering. The water storage causeway comprises a waterbag causeway and a bottom plate. The water bag causeway comprises a plurality of water bag bodies which are sequentially connected end to end, and the water bag causeway is provided with an inlet andan outlet. The bottom plate is arranged at the bottom of the water bag causeway, and the water bag causeway and the bottom plate jointly define a water storage space with an opening in the top. Afterwater is injected into the water bag causeway, the water bag causeway can be formed in a three-dimensional mode, water is injected into the water storage space, embankment preloading is achieved through the gravity of the water, and the water in the water bag causeway can also provide part of loads for embankment preloading. According to the water storage causeway, embankment pre-pressing does not need to depend on earthwork, the pre-pressing cost can be reduced, and it is guaranteed that the construction period is normally conducted. Especially in some coastal areas where earth and stone areinconvenient to obtain, local materials can be used by the water storage causeway, and local water resources are used for pre-pressing the embankment, so that the cost is saved, and the normal proceeding of the construction period can be guaranteed.
本申请提供了一种储水围堤及堆载预压的施工方法,涉及土木建筑工程技术领域。储水围堤包括水囊围堤和底板。水囊围堤包括首尾依次连接的多个水囊体,水囊围堤具有进口和出口。底板设于水囊围堤的底部,水囊围堤和底板共同围成顶部开口的储水空间。当水囊围堤里面注水后,水囊围堤能够立体成型,通过向储水空间内注水,利用水的重力实现路堤预压,水囊围堤中的水也能为路堤预压提供一部分载荷。该储水围堤使得路堤预压不需要依赖土石方,能够降低预压成本和保证工期正常进行。特别是一些土石方获取不方便的沿海地区,有了该储水围堤就能够就地取材,利用当地的水资源对路堤进行预压,不仅节约成本还能保证工期正常进行。
Water storage causeway and preloading construction method
The invention provides a water storage causeway and a preloading construction method, and relates to the technical field of civil construction engineering. The water storage causeway comprises a waterbag causeway and a bottom plate. The water bag causeway comprises a plurality of water bag bodies which are sequentially connected end to end, and the water bag causeway is provided with an inlet andan outlet. The bottom plate is arranged at the bottom of the water bag causeway, and the water bag causeway and the bottom plate jointly define a water storage space with an opening in the top. Afterwater is injected into the water bag causeway, the water bag causeway can be formed in a three-dimensional mode, water is injected into the water storage space, embankment preloading is achieved through the gravity of the water, and the water in the water bag causeway can also provide part of loads for embankment preloading. According to the water storage causeway, embankment pre-pressing does not need to depend on earthwork, the pre-pressing cost can be reduced, and it is guaranteed that the construction period is normally conducted. Especially in some coastal areas where earth and stone areinconvenient to obtain, local materials can be used by the water storage causeway, and local water resources are used for pre-pressing the embankment, so that the cost is saved, and the normal proceeding of the construction period can be guaranteed.
本申请提供了一种储水围堤及堆载预压的施工方法,涉及土木建筑工程技术领域。储水围堤包括水囊围堤和底板。水囊围堤包括首尾依次连接的多个水囊体,水囊围堤具有进口和出口。底板设于水囊围堤的底部,水囊围堤和底板共同围成顶部开口的储水空间。当水囊围堤里面注水后,水囊围堤能够立体成型,通过向储水空间内注水,利用水的重力实现路堤预压,水囊围堤中的水也能为路堤预压提供一部分载荷。该储水围堤使得路堤预压不需要依赖土石方,能够降低预压成本和保证工期正常进行。特别是一些土石方获取不方便的沿海地区,有了该储水围堤就能够就地取材,利用当地的水资源对路堤进行预压,不仅节约成本还能保证工期正常进行。
Water storage causeway and preloading construction method
一种储水围堤及堆载预压的施工方法
ZHU YIJUN (author) / YU QINGTAO (author) / YANG CHAO (author) / LI JINZHU (author) / HU ZHE (author)
2020-09-29
Patent
Electronic Resource
Chinese
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