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Fabricated underground diaphragm wall
The invention discloses an assembly type underground diaphragm wall, and relates to the technical field of foundation pit supporting, the assembly type underground diaphragm wall comprises a wall body, one side of the wall body along the assembly direction is provided with a plurality of convex blocks at intervals along the thickness direction of the wall body, and the other side of the wall body along the assembly direction is provided with a plurality of grooves at intervals along the thickness direction of the wall body; the multiple protruding blocks of one wall body can be inserted into the multiple grooves of the adjacent wall bodies in a one-to-one correspondence mode. A first half groove is formed in the bottom wall of the groove, a second half groove is formed in the side wall of the protruding block, and after every two adjacent wall bodies are spliced, the first half groove communicates with the second half groove. A waterproof device is arranged in an area defined by the first half groove and the second half groove. The method has the effect of improving the problem that the joints of the fabricated underground diaphragm wall are prone to water seepage.
本申请公开了一种装配式地下连续墙,涉及基坑支护的技术领域,包括墙体,墙体沿装配方向的一侧沿墙体厚度方向间隔设置有若干凸块,墙体沿装配方向的另一侧沿墙体厚度方向间隔开设有若干凹槽,一块墙体的多个凸块能够一一对应插接至相邻墙体的多个凹槽内;凹槽底壁开设有第一半槽,凸块的侧壁上开设有第二半槽,相邻两块墙体拼接后,第一半槽和第二半槽连通;第一半槽和第二半槽围成的区域内设置有防水装置。本申请具有改善装配式地下连续墙接缝处容易渗水的效果。
Fabricated underground diaphragm wall
The invention discloses an assembly type underground diaphragm wall, and relates to the technical field of foundation pit supporting, the assembly type underground diaphragm wall comprises a wall body, one side of the wall body along the assembly direction is provided with a plurality of convex blocks at intervals along the thickness direction of the wall body, and the other side of the wall body along the assembly direction is provided with a plurality of grooves at intervals along the thickness direction of the wall body; the multiple protruding blocks of one wall body can be inserted into the multiple grooves of the adjacent wall bodies in a one-to-one correspondence mode. A first half groove is formed in the bottom wall of the groove, a second half groove is formed in the side wall of the protruding block, and after every two adjacent wall bodies are spliced, the first half groove communicates with the second half groove. A waterproof device is arranged in an area defined by the first half groove and the second half groove. The method has the effect of improving the problem that the joints of the fabricated underground diaphragm wall are prone to water seepage.
本申请公开了一种装配式地下连续墙,涉及基坑支护的技术领域,包括墙体,墙体沿装配方向的一侧沿墙体厚度方向间隔设置有若干凸块,墙体沿装配方向的另一侧沿墙体厚度方向间隔开设有若干凹槽,一块墙体的多个凸块能够一一对应插接至相邻墙体的多个凹槽内;凹槽底壁开设有第一半槽,凸块的侧壁上开设有第二半槽,相邻两块墙体拼接后,第一半槽和第二半槽连通;第一半槽和第二半槽围成的区域内设置有防水装置。本申请具有改善装配式地下连续墙接缝处容易渗水的效果。
Fabricated underground diaphragm wall
一种装配式地下连续墙
10.11.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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