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Slab-pile wall pre-embedded connecting sleeve structure and construction method thereof
The invention discloses a sheet-pile wall pre-embedded connecting sleeve structure and a construction method thereof, and relates to the field of pile foundation structures. The pre-embedded connecting sleeve structure of the sheet-pile wall comprises cast-in-place concrete supporting piles arranged along the side wall of a foundation pit, a concrete protection layer connected with the side walls of the cast-in-place concrete supporting piles and a soil retaining plate connected to the side, away from the cast-in-place concrete supporting piles, of the concrete protection layer. Connecting sleeves which are arranged at intervals from top to bottom are pre-buried in each concrete pouring support pile, one end of each connecting sleeve penetrates through the concrete protection layer, the soil retaining plate is connected with joint bars which are inserted into the connecting sleeves respectively, and fine aggregate concrete layers are arranged on the outer walls of the joint bars. According to the slab-pile wall pre-embedded connecting sleeve structure and the construction method, positioning is conducted through the method that the connecting sleeve is pre-embedded in the preset position, the defect that positioning is difficult during construction is overcome, and the reliability and construction efficiency of the structure are improved.
一种桩板墙预埋连接套管结构及其施工方法,涉及桩基结构领域。桩板墙预埋连接套管结构包括沿基坑侧壁布置的混凝土灌注支护桩、分别与各个混凝土灌注支护桩侧壁连接的混凝土保护层及连接于混凝土保护层远离混凝土灌注支护桩一侧的挡土板,每个混凝土灌注支护桩内均预埋有从上至下间隔布置的连接套管,连接套管的一端贯穿混凝土保护层,挡土板连接有分别插入各个连接套管内的插筋,插筋的外壁设有细石混凝土层。本申请提供的桩板墙预埋连接套管结构及施工方法通过在预设位置预埋连接套管的方法进行定位,解决了施工时难以定位的缺陷,提高了结构的可靠性和施工效率。
Slab-pile wall pre-embedded connecting sleeve structure and construction method thereof
The invention discloses a sheet-pile wall pre-embedded connecting sleeve structure and a construction method thereof, and relates to the field of pile foundation structures. The pre-embedded connecting sleeve structure of the sheet-pile wall comprises cast-in-place concrete supporting piles arranged along the side wall of a foundation pit, a concrete protection layer connected with the side walls of the cast-in-place concrete supporting piles and a soil retaining plate connected to the side, away from the cast-in-place concrete supporting piles, of the concrete protection layer. Connecting sleeves which are arranged at intervals from top to bottom are pre-buried in each concrete pouring support pile, one end of each connecting sleeve penetrates through the concrete protection layer, the soil retaining plate is connected with joint bars which are inserted into the connecting sleeves respectively, and fine aggregate concrete layers are arranged on the outer walls of the joint bars. According to the slab-pile wall pre-embedded connecting sleeve structure and the construction method, positioning is conducted through the method that the connecting sleeve is pre-embedded in the preset position, the defect that positioning is difficult during construction is overcome, and the reliability and construction efficiency of the structure are improved.
一种桩板墙预埋连接套管结构及其施工方法,涉及桩基结构领域。桩板墙预埋连接套管结构包括沿基坑侧壁布置的混凝土灌注支护桩、分别与各个混凝土灌注支护桩侧壁连接的混凝土保护层及连接于混凝土保护层远离混凝土灌注支护桩一侧的挡土板,每个混凝土灌注支护桩内均预埋有从上至下间隔布置的连接套管,连接套管的一端贯穿混凝土保护层,挡土板连接有分别插入各个连接套管内的插筋,插筋的外壁设有细石混凝土层。本申请提供的桩板墙预埋连接套管结构及施工方法通过在预设位置预埋连接套管的方法进行定位,解决了施工时难以定位的缺陷,提高了结构的可靠性和施工效率。
Slab-pile wall pre-embedded connecting sleeve structure and construction method thereof
桩板墙预埋连接套管结构及其施工方法
REN YIGUANG (Autor:in) / FAN MIAO (Autor:in) / JIANG RONGWEI (Autor:in) / LI XI (Autor:in) / ZHANG YONG (Autor:in)
30.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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