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Landslide zone pile plate type comprehensive protection construction system and method
The invention provides a landslide zone pile plate type comprehensive protection construction system and a construction method. A foundation shaping formwork, a slideway type leveling repair mold anda plate surface green plant hanging groove device are arranged; a foundation shaping formwork is erected between every two adjacent anti-slide piles, concrete is poured into the space defined by the foundation shaping formwork and the anti-slide piles to form a breast board foundation, breast boards are hoisted on the breast board foundation layer by layer, and the breast boards are connected withreserved anchor rods of the anti-slide piles in an anchored mode; and after the breast boards are hoisted, the slideway type leveling repair mold is installed through a drain hole reserved in the breast board, the outer vertical face of the anti-slide pile is leveled through the slideway type leveling repair mold, and a board green plant hanging groove is installed through a hook arranged on theouter vertical face of the breast board. According to the landslide zone pile plate type comprehensive protection construction system, the construction mode that the anti-slide piles are poured firstly and then excavation and restoration are conducted is adopted, the safety risk of landslide zone protection construction is effectively reduced, the technical benefits are remarkable, the safety is high, the ecological effect is good, and meanwhile the economic and technical benefits are outstanding.
本发明提供了滑坡带桩板式综合防护施工体系及施工方法,通过设置基础定型化模板、滑道式整平修复模具及板面绿植挂槽装置;相邻抗滑桩之间搭设基础定型化模板,在基础定型化模板与抗滑桩围合空间内浇筑混凝土形成挡土板基础,在挡土板基础上逐层吊放挡土板,挡土板与抗滑桩预留锚杆锚固连接,挡土板吊装完成后利用挡土板预留的泄水孔安装滑道式整平修复模具,通过滑道式整平修复模具对抗滑桩外立面进行整平,并利用挡土板外立面设置的挂钩安装板面绿植挂槽。本发明所涉及的滑坡带桩板式综合防护体系采用先浇筑抗滑桩,后开挖修复的施工方式,有效降低滑坡带防护施工安全风险,技术效益显著,安全性高、生态效果好,同时经济技术效益突出。
Landslide zone pile plate type comprehensive protection construction system and method
The invention provides a landslide zone pile plate type comprehensive protection construction system and a construction method. A foundation shaping formwork, a slideway type leveling repair mold anda plate surface green plant hanging groove device are arranged; a foundation shaping formwork is erected between every two adjacent anti-slide piles, concrete is poured into the space defined by the foundation shaping formwork and the anti-slide piles to form a breast board foundation, breast boards are hoisted on the breast board foundation layer by layer, and the breast boards are connected withreserved anchor rods of the anti-slide piles in an anchored mode; and after the breast boards are hoisted, the slideway type leveling repair mold is installed through a drain hole reserved in the breast board, the outer vertical face of the anti-slide pile is leveled through the slideway type leveling repair mold, and a board green plant hanging groove is installed through a hook arranged on theouter vertical face of the breast board. According to the landslide zone pile plate type comprehensive protection construction system, the construction mode that the anti-slide piles are poured firstly and then excavation and restoration are conducted is adopted, the safety risk of landslide zone protection construction is effectively reduced, the technical benefits are remarkable, the safety is high, the ecological effect is good, and meanwhile the economic and technical benefits are outstanding.
本发明提供了滑坡带桩板式综合防护施工体系及施工方法,通过设置基础定型化模板、滑道式整平修复模具及板面绿植挂槽装置;相邻抗滑桩之间搭设基础定型化模板,在基础定型化模板与抗滑桩围合空间内浇筑混凝土形成挡土板基础,在挡土板基础上逐层吊放挡土板,挡土板与抗滑桩预留锚杆锚固连接,挡土板吊装完成后利用挡土板预留的泄水孔安装滑道式整平修复模具,通过滑道式整平修复模具对抗滑桩外立面进行整平,并利用挡土板外立面设置的挂钩安装板面绿植挂槽。本发明所涉及的滑坡带桩板式综合防护体系采用先浇筑抗滑桩,后开挖修复的施工方式,有效降低滑坡带防护施工安全风险,技术效益显著,安全性高、生态效果好,同时经济技术效益突出。
Landslide zone pile plate type comprehensive protection construction system and method
滑坡带桩板式综合防护施工体系及施工方法
CHANG NAIKUN (Autor:in) / DONG XIANGJUN (Autor:in) / TANG RUI (Autor:in) / CHEN WEIWEI (Autor:in) / WANG KAI (Autor:in) / WANG ZHONG'EN (Autor:in) / LI XUNJIN (Autor:in)
19.02.2021
Patent
Elektronische Ressource
Chinesisch
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