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Construction method of pile plate type retaining wall composite structure
The invention discloses a pile plate type retaining wall composite structure construction method, which relates to the field of retaining walls, and comprises the following steps: step 1, inserting a plurality of reinforcing plates into a soil layer on the upper side of a to-be-excavated pouring groove area of a side slope, and arranging the plurality of reinforcing plates along the length direction of the side slope; 2, a pouring groove is excavated, and the side, close to the pouring groove, of the reinforcing plate is located in the pouring groove; 3, a reinforcement cage is placed in the pouring groove, concrete is poured, and the retaining wall is formed; 4, a plurality of baffles are inserted into the soil layer on the side, away from the reinforcing plate, of the retaining wall of the side slope at intervals, before the pouring groove is excavated, the reinforcing plate is inserted into the soil layer on the upper side of the area, where the pouring groove is to be excavated, of the side slope, and therefore when the pouring groove is excavated, the soil layer on the upper side of the pouring groove can be prevented from collapsing, and soil can be prevented from falling into the pouring groove; therefore, cleaning of the pouring groove can be reduced, follow-up construction of the pouring groove is facilitated, and the construction efficiency is improved.
本申请公开了一种桩板式挡墙组合结构施工方法,涉及挡土墙领域,包括如下步骤:步骤1、在边坡待开挖浇筑槽区域上旁侧土层中插入多个加固板,多个加固板沿边坡长度方向设置;步骤2、开挖浇筑槽,使加固板靠近浇筑槽的一侧位于浇筑槽中;步骤3、在浇筑槽中放置钢筋笼,并浇筑混凝土,形成挡土墙;步骤4、在边坡于挡土墙远离加固板的一侧土层中间隔插入多个挡板,本申请通过在开挖浇筑槽之前,在边坡待开挖浇筑槽区域上旁侧土层中插入加固板,从而在开挖浇筑槽时,可以防止浇筑槽上侧的土层坍塌,使泥土掉落在浇筑槽中,从而可以减少浇筑槽的清理,便于后续浇筑槽的施工,提升施工效率。
Construction method of pile plate type retaining wall composite structure
The invention discloses a pile plate type retaining wall composite structure construction method, which relates to the field of retaining walls, and comprises the following steps: step 1, inserting a plurality of reinforcing plates into a soil layer on the upper side of a to-be-excavated pouring groove area of a side slope, and arranging the plurality of reinforcing plates along the length direction of the side slope; 2, a pouring groove is excavated, and the side, close to the pouring groove, of the reinforcing plate is located in the pouring groove; 3, a reinforcement cage is placed in the pouring groove, concrete is poured, and the retaining wall is formed; 4, a plurality of baffles are inserted into the soil layer on the side, away from the reinforcing plate, of the retaining wall of the side slope at intervals, before the pouring groove is excavated, the reinforcing plate is inserted into the soil layer on the upper side of the area, where the pouring groove is to be excavated, of the side slope, and therefore when the pouring groove is excavated, the soil layer on the upper side of the pouring groove can be prevented from collapsing, and soil can be prevented from falling into the pouring groove; therefore, cleaning of the pouring groove can be reduced, follow-up construction of the pouring groove is facilitated, and the construction efficiency is improved.
本申请公开了一种桩板式挡墙组合结构施工方法,涉及挡土墙领域,包括如下步骤:步骤1、在边坡待开挖浇筑槽区域上旁侧土层中插入多个加固板,多个加固板沿边坡长度方向设置;步骤2、开挖浇筑槽,使加固板靠近浇筑槽的一侧位于浇筑槽中;步骤3、在浇筑槽中放置钢筋笼,并浇筑混凝土,形成挡土墙;步骤4、在边坡于挡土墙远离加固板的一侧土层中间隔插入多个挡板,本申请通过在开挖浇筑槽之前,在边坡待开挖浇筑槽区域上旁侧土层中插入加固板,从而在开挖浇筑槽时,可以防止浇筑槽上侧的土层坍塌,使泥土掉落在浇筑槽中,从而可以减少浇筑槽的清理,便于后续浇筑槽的施工,提升施工效率。
Construction method of pile plate type retaining wall composite structure
一种桩板式挡墙组合结构施工方法
LIN JIAJIAN (author) / ZHENG GUOSHENG (author) / XU BO (author) / HAYASHI TOORU (author) / JIANG RUOLIN (author)
2022-12-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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