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Revetment retaining wall and construction method thereof
The invention relates to a revetment retaining wall which is arranged in a revetment groove and comprises a foundation retaining wall, a retaining wall body and a retaining wall body, the foundation retaining wall body is arranged on the waterside of the revetment groove, and a connecting platform is arranged at the top of the foundation retaining wall body; the soil retaining frames are arranged on the top face of the foundation retaining wall and connected with the platform, a containing space is formed in each soil retaining frame, and the multiple soil retaining frames are connected in the horizontal direction and the vertical direction; one end of the fixing piece is arranged on the water-away side of the soil retaining frame, and the other end of the fixing piece is arranged on the soil retaining frame in a pulling mode; the soil filling layer is backfilled in the revetment groove, the soil filling layer is arranged on the side, far away from water, of the foundation retaining wall and the soil retaining frame, and the fixing pieces are buried and fixed in the soil filling layer; the anchor pulling rods are pre-buried in the soil body on the inner side of the soil retaining frame, one ends of the anchor pulling rods are arranged on the soil retaining frame in a pulling mode, inward pulling force is provided for the soil retaining frame, accidental loads such as water flow scouring and impact force generated when a ship reaches the shore are borne, displacement of the revetment retaining wall is prevented, and stability of the revetment retaining wall is guaranteed.
本发明涉及一种驳岸挡土墙,设置于驳岸沟槽内,包括:基础挡墙,基础挡墙设置于驳岸沟槽临水侧,基础挡墙顶部设有连接平台;设置于基础挡墙顶面的连接平台的挡土框,挡土框形成有容置空间,多个挡土框沿水平方向和竖直方向连接;一端设置于挡土框远水侧的固定件,固定件另一端拉设于挡土框上;回填于驳岸沟槽内的填土层,填土层设于基础挡墙和挡土框的远水侧,填土层埋固固定件;通过在挡土框内侧土体内预埋拉锚杆,一端拉设于挡土框上,为挡土框提供向内侧的拉力,承受水流冲刷以及船只靠岸时的撞击力等偶然荷载,防止驳岸挡土墙发生位移,保证驳岸挡土墙的稳定。
Revetment retaining wall and construction method thereof
The invention relates to a revetment retaining wall which is arranged in a revetment groove and comprises a foundation retaining wall, a retaining wall body and a retaining wall body, the foundation retaining wall body is arranged on the waterside of the revetment groove, and a connecting platform is arranged at the top of the foundation retaining wall body; the soil retaining frames are arranged on the top face of the foundation retaining wall and connected with the platform, a containing space is formed in each soil retaining frame, and the multiple soil retaining frames are connected in the horizontal direction and the vertical direction; one end of the fixing piece is arranged on the water-away side of the soil retaining frame, and the other end of the fixing piece is arranged on the soil retaining frame in a pulling mode; the soil filling layer is backfilled in the revetment groove, the soil filling layer is arranged on the side, far away from water, of the foundation retaining wall and the soil retaining frame, and the fixing pieces are buried and fixed in the soil filling layer; the anchor pulling rods are pre-buried in the soil body on the inner side of the soil retaining frame, one ends of the anchor pulling rods are arranged on the soil retaining frame in a pulling mode, inward pulling force is provided for the soil retaining frame, accidental loads such as water flow scouring and impact force generated when a ship reaches the shore are borne, displacement of the revetment retaining wall is prevented, and stability of the revetment retaining wall is guaranteed.
本发明涉及一种驳岸挡土墙,设置于驳岸沟槽内,包括:基础挡墙,基础挡墙设置于驳岸沟槽临水侧,基础挡墙顶部设有连接平台;设置于基础挡墙顶面的连接平台的挡土框,挡土框形成有容置空间,多个挡土框沿水平方向和竖直方向连接;一端设置于挡土框远水侧的固定件,固定件另一端拉设于挡土框上;回填于驳岸沟槽内的填土层,填土层设于基础挡墙和挡土框的远水侧,填土层埋固固定件;通过在挡土框内侧土体内预埋拉锚杆,一端拉设于挡土框上,为挡土框提供向内侧的拉力,承受水流冲刷以及船只靠岸时的撞击力等偶然荷载,防止驳岸挡土墙发生位移,保证驳岸挡土墙的稳定。
Revetment retaining wall and construction method thereof
驳岸挡土墙及其施工方法
GAO JIANGJING (author) / TENG MAORUI (author) / CHEN SHAOSHEN (author) / LIU MOQUAN (author) / WU FEI (author) / LI BIN (author) / ZHOU GUANGCHAO (author) / LI DEHAI (author) / WANG CHUNTUAN (author) / WEI WENBIN (author)
2024-07-30
Patent
Electronic Resource
Chinese
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