A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Underground diaphragm wall and construction method thereof
The invention discloses an underground diaphragm wall and a construction method thereof. The underground diaphragm wall is embedded in a groove (10) excavated in the ground and comprises guide walls (30), precast piles (20) and concrete (40), the guide walls (30) are arranged on guide wall bearing parts (110) on the two sides of the top of the groove (10) and extend in the longitudinal direction of the groove (10), and the width of the guide wall bearing parts (110) of the groove (10) is larger than the width of the part below the guide wall bearing parts (110); one end of the precast pile (20) is carried on the guide wall (30), and the other end of the precast pile (20) extends to the bottom of the groove (10); and concrete (40) is filled in the groove (10).
本申请公开了一种地下连续墙及其施工方法。其中，地下连续墙，埋设于在地面开挖的凹槽(10)中，包括：导墙(30)、预制桩(20)以及混凝土(40)，其中导墙(30)设置于凹槽(10)顶部两侧的导墙承载部(110)，并沿凹槽(10)的纵向延伸，其中凹槽(10)的导墙承载部(110)的宽度大于导墙承载部(110)以下部分的宽度；预制桩(20)的一端搭载于与导墙(30)上，另一端向凹槽(10)的底部延伸；以及混凝土(40)填充在凹槽(10)内。
Underground diaphragm wall and construction method thereof
The invention discloses an underground diaphragm wall and a construction method thereof. The underground diaphragm wall is embedded in a groove (10) excavated in the ground and comprises guide walls (30), precast piles (20) and concrete (40), the guide walls (30) are arranged on guide wall bearing parts (110) on the two sides of the top of the groove (10) and extend in the longitudinal direction of the groove (10), and the width of the guide wall bearing parts (110) of the groove (10) is larger than the width of the part below the guide wall bearing parts (110); one end of the precast pile (20) is carried on the guide wall (30), and the other end of the precast pile (20) extends to the bottom of the groove (10); and concrete (40) is filled in the groove (10).
本申请公开了一种地下连续墙及其施工方法。其中，地下连续墙，埋设于在地面开挖的凹槽(10)中，包括：导墙(30)、预制桩(20)以及混凝土(40)，其中导墙(30)设置于凹槽(10)顶部两侧的导墙承载部(110)，并沿凹槽(10)的纵向延伸，其中凹槽(10)的导墙承载部(110)的宽度大于导墙承载部(110)以下部分的宽度；预制桩(20)的一端搭载于与导墙(30)上，另一端向凹槽(10)的底部延伸；以及混凝土(40)填充在凹槽(10)内。
Underground diaphragm wall and construction method thereof
地下连续墙及其施工方法
ZHANG YUQI (author) / GUO JIANTAO (author) / WANG QIANGXUN (author) / RAO BANGZHENG (author) / SU SHOUYI (author) / GUO XIAOHONG (author) / CHAO FENG (author) / QIU YUNJUN (author) / LIU YISHUO (author) / WANG JIN (author)
2021-11-05
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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