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Drainage structure for construction of foundation pit separated by cast-in-place piles
The invention discloses a drainage structure for construction of a foundation pit separated by cast-in-place piles, which is characterized in that a water receiving circular ditch is arranged by means of separated row piles of the foundation pit, and the corners of the foundation pit subareas are structurally reinforced through diagonal bracing beams; the water storage space is formed by the bottom sealing plates between the corners of the supporting beams and the inclined supporting beams, on one hand, the subarea structure of the foundation pit is reinforced, water can be stored in a centralized mode for unified treatment and can be removed after follow-up treatment, construction such as dust falling can be conducted on a construction site through the stored water, full utilization of resources is achieved, and the engineering construction cost is reduced; and it is ensured that construction in the foundation pit subareas which are constructed firstly is conducted smoothly, and the engineering construction efficiency is improved. The method solves the problem that a traditional leaking stoppage method is poor in leaking stoppage effect when a foundation pit separated by the cast-in-place piles is used for treating water seepage in gaps of the row piles of the cast-in-place piles.
本发明公开了一种用于灌注桩分隔的基坑施工的疏水结构,借助于基坑的分隔排桩设置接水环沟,并在基坑分区的拐角处通过斜撑梁对基坑分区的拐角处进行结构上的加强,此外,利用支承梁的拐角处与斜撑梁之间的封底板以形成蓄水空间,一方面,对基坑分区的构造进行了加强,还能集中蓄水以供统一处理,后续处理可以排除,亦可以利用蓄水为施工场地进行降尘等施工,实现资源的充分利用,降低了工程施工成本,确保先施工的基坑分区内的施工顺利进行,提高了工程施工效率。本发明解决了灌注桩分隔的基坑,在处理灌注桩排桩间隙渗水时,传统的堵漏做法的堵漏效果较差的问题。
Drainage structure for construction of foundation pit separated by cast-in-place piles
The invention discloses a drainage structure for construction of a foundation pit separated by cast-in-place piles, which is characterized in that a water receiving circular ditch is arranged by means of separated row piles of the foundation pit, and the corners of the foundation pit subareas are structurally reinforced through diagonal bracing beams; the water storage space is formed by the bottom sealing plates between the corners of the supporting beams and the inclined supporting beams, on one hand, the subarea structure of the foundation pit is reinforced, water can be stored in a centralized mode for unified treatment and can be removed after follow-up treatment, construction such as dust falling can be conducted on a construction site through the stored water, full utilization of resources is achieved, and the engineering construction cost is reduced; and it is ensured that construction in the foundation pit subareas which are constructed firstly is conducted smoothly, and the engineering construction efficiency is improved. The method solves the problem that a traditional leaking stoppage method is poor in leaking stoppage effect when a foundation pit separated by the cast-in-place piles is used for treating water seepage in gaps of the row piles of the cast-in-place piles.
本发明公开了一种用于灌注桩分隔的基坑施工的疏水结构,借助于基坑的分隔排桩设置接水环沟,并在基坑分区的拐角处通过斜撑梁对基坑分区的拐角处进行结构上的加强,此外,利用支承梁的拐角处与斜撑梁之间的封底板以形成蓄水空间,一方面,对基坑分区的构造进行了加强,还能集中蓄水以供统一处理,后续处理可以排除,亦可以利用蓄水为施工场地进行降尘等施工,实现资源的充分利用,降低了工程施工成本,确保先施工的基坑分区内的施工顺利进行,提高了工程施工效率。本发明解决了灌注桩分隔的基坑,在处理灌注桩排桩间隙渗水时,传统的堵漏做法的堵漏效果较差的问题。
Drainage structure for construction of foundation pit separated by cast-in-place piles
用于灌注桩分隔的基坑施工的疏水结构
LIU YINGLONG (author) / CAO CHUANWEI (author) / SHE ZHIBIN (author) / LIN WENBIAO (author) / ZHANG YONGHUAN (author) / WANG FANGLIANG (author) / TAN PAN (author) / CHEN YANG (author) / FENG ZHENSHUO (author) / HUO ZERUI (author)
2023-04-18
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
WALL STRUCTURE CONSTRUCTION METHOD USING CAST IN PLACE PILES
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|Defects of Precast and Cast-in-Place Piles in Foundation Engineering
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|Defects of precast and cast-in-place piles in foundation engineering
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