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Barrier wall and construction method thereof
The invention provides a barrier wall. A column body comprises filler and continuous, complete and compact calcium carbonate columns filled in pores of the filler; and the permeability coefficient of the column body is below 10 <-9 > cm/s. The invention further provides a building method of the barrier wall, the barrier wall is the barrier wall, and the building method of the barrier wall comprises the following steps that holes are drilled, and the holes are filled with filler; slowly spraying a bacterial solution into the pores of the filler, then injecting a calcium ion solution, and standing until the permeability coefficient of the column is below 10 <-9 > cm/s; sealing a drilling hole opening; and the steps are cycled, so that the multiple columns are connected to form the barrier wall. When the site is removed after the site is repaired in the later period, the blocking wall structure can be collapsed only by opening the hole opening and slowly injecting the acid solution, then the fine sand is pumped out through the slurry pump, the blocking wall can be removed without secondary excavation, and the blocking wall is easier to remove.
本发明提供了一种阻隔墙,所述柱体包括填料,填充在填料的孔隙中形成的连续完整致密的碳酸钙柱;所述柱体的渗透系数在10‑9cm/s以下。本发明还提供了一种阻隔墙的建造方法,所述阻隔墙为前述的阻隔墙,其建造方法包括如下步骤:钻孔,向孔内填充填料;向填料孔隙中缓慢淋入菌液,接着注入钙离子溶液并静置,直至柱体的渗透系数在10‑9cm/s以下;封闭钻孔口;循环上述步骤,使多个柱体相连形成阻隔墙。本发明在后期场地修复完成撤场时,只需打开孔口,缓慢注入酸性溶液,即可使阻隔墙结构崩塌,再通过泥浆泵抽出细砂即可,无需二次开挖即可实现阻隔墙的拆除,使阻隔墙的拆除更简单。
Barrier wall and construction method thereof
The invention provides a barrier wall. A column body comprises filler and continuous, complete and compact calcium carbonate columns filled in pores of the filler; and the permeability coefficient of the column body is below 10 <-9 > cm/s. The invention further provides a building method of the barrier wall, the barrier wall is the barrier wall, and the building method of the barrier wall comprises the following steps that holes are drilled, and the holes are filled with filler; slowly spraying a bacterial solution into the pores of the filler, then injecting a calcium ion solution, and standing until the permeability coefficient of the column is below 10 <-9 > cm/s; sealing a drilling hole opening; and the steps are cycled, so that the multiple columns are connected to form the barrier wall. When the site is removed after the site is repaired in the later period, the blocking wall structure can be collapsed only by opening the hole opening and slowly injecting the acid solution, then the fine sand is pumped out through the slurry pump, the blocking wall can be removed without secondary excavation, and the blocking wall is easier to remove.
本发明提供了一种阻隔墙,所述柱体包括填料,填充在填料的孔隙中形成的连续完整致密的碳酸钙柱;所述柱体的渗透系数在10‑9cm/s以下。本发明还提供了一种阻隔墙的建造方法,所述阻隔墙为前述的阻隔墙,其建造方法包括如下步骤:钻孔,向孔内填充填料;向填料孔隙中缓慢淋入菌液,接着注入钙离子溶液并静置,直至柱体的渗透系数在10‑9cm/s以下;封闭钻孔口;循环上述步骤,使多个柱体相连形成阻隔墙。本发明在后期场地修复完成撤场时,只需打开孔口,缓慢注入酸性溶液,即可使阻隔墙结构崩塌,再通过泥浆泵抽出细砂即可,无需二次开挖即可实现阻隔墙的拆除,使阻隔墙的拆除更简单。
Barrier wall and construction method thereof
一种阻隔墙及其建造方法
GUO LILI (Autor:in) / CONG XINJIANG (Autor:in) / LIU YARU (Autor:in) / WANG QI (Autor:in) / KANG SHAOGUO (Autor:in) / LI JIACHEN (Autor:in) / XIONG JING (Autor:in) / LI SHUPENG (Autor:in)
15.03.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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