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A platform for research: civil engineering, architecture and urbanism
Foundation excavation retaining and protecting cast-in-situ bored pile construction method and equipment thereof
The invention relates to the technical field of foundation excavation retaining and protecting cast-in-situ bored piles and discloses a foundation excavation retaining and protecting cast-in-situ bored pile construction method and equipment thereof. The method comprises the following steps: 1, adopting a rotary excavating drilling tool to guide a hole in advance; 2, adopting a vibratory hammer to convey a pile casing into the soil layer downward from a hole opening ; 3, adopting the rotary excavating drilling tool to drill to the elevation position at the bottom of the pile casing; 4, adopting an air compressor to supply air into the hole till the air comes out of an opening at the upper end of the hole, and then utilizing a down-the-hole hammer to drill on a bed rock layer; 5, after the down-the-hole hammer drills to a final hole, pulling out the down-the-hole hammer, and infusing slurry into the hole; 6, cleaning the interior of the hole, placing a steel reinforcement cage into the hole, and pouring concrete into the hole; 7, utilizing the vibratory hammer to pull out the pile casing. According to the construction method, a pile casing retaining wall is utilized, and the hole collapse and hole shrinkage can be prevented; the down-the-hole hammer is utilized for cooperating with the air compressor to supply the air, great rock breaking capability is achieved, a rotary drilling machine is adopted for cleaning the hole, the hole formation is made to be greatly accelerated, the construction progress is sped up, and the cost is saved.
Foundation excavation retaining and protecting cast-in-situ bored pile construction method and equipment thereof
The invention relates to the technical field of foundation excavation retaining and protecting cast-in-situ bored piles and discloses a foundation excavation retaining and protecting cast-in-situ bored pile construction method and equipment thereof. The method comprises the following steps: 1, adopting a rotary excavating drilling tool to guide a hole in advance; 2, adopting a vibratory hammer to convey a pile casing into the soil layer downward from a hole opening ; 3, adopting the rotary excavating drilling tool to drill to the elevation position at the bottom of the pile casing; 4, adopting an air compressor to supply air into the hole till the air comes out of an opening at the upper end of the hole, and then utilizing a down-the-hole hammer to drill on a bed rock layer; 5, after the down-the-hole hammer drills to a final hole, pulling out the down-the-hole hammer, and infusing slurry into the hole; 6, cleaning the interior of the hole, placing a steel reinforcement cage into the hole, and pouring concrete into the hole; 7, utilizing the vibratory hammer to pull out the pile casing. According to the construction method, a pile casing retaining wall is utilized, and the hole collapse and hole shrinkage can be prevented; the down-the-hole hammer is utilized for cooperating with the air compressor to supply the air, great rock breaking capability is achieved, a rotary drilling machine is adopted for cleaning the hole, the hole formation is made to be greatly accelerated, the construction progress is sped up, and the cost is saved.
Foundation excavation retaining and protecting cast-in-situ bored pile construction method and equipment thereof
SHANG ZENGDI (author) / LEI BIN (author) / LI HONGBO (author) / ZUO WENRONG (author) / WANG JING (author) / YE KUN (author) / SONG MINGZHI (author) / LUO YIDAO (author)
2015-08-12
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
Gründungen
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