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A platform for research: civil engineering, architecture and urbanism
Underground diaphragm wall framework
The invention discloses an underground diaphragm wall framework. The underground diaphragm wall framework is characterized in that the underground diaphragm wall framework comprises connectors and steel reinforcement cages, wherein the connectors are arranged at one end or the two ends of each steel reinforcement cage; the underground diaphragm wall framework further comprises isolating devices, and the two ends of each isolating device are connected to the ends of the steel reinforcement cages or the connectors respectively; the isolating devices seal at least one side of each steel reinforcement cage and are used for stopping the concrete filled in corresponding steel reinforcement cage to perform detour flow from the side to the other steel reinforcement cages or the concrete poured in the adjacent steel reinforcement cage to perform the detour flow to the section of steel reinforcement cage. The underground diaphragm wall framework is arranged outside the steel reinforcement cages in an isolated mode, the detour flow when the concrete is poured in the section of steel reinforcement cage can be effectively prevented, the concrete poured in the section is prevented from performing the detour flow to another adjacent section of steel reinforcement cage, the concrete respectively poured in the adjacent steel reinforcement cages can not make contact, a seam can not be generated, and therefore the water leakage problem is solved.
Underground diaphragm wall framework
The invention discloses an underground diaphragm wall framework. The underground diaphragm wall framework is characterized in that the underground diaphragm wall framework comprises connectors and steel reinforcement cages, wherein the connectors are arranged at one end or the two ends of each steel reinforcement cage; the underground diaphragm wall framework further comprises isolating devices, and the two ends of each isolating device are connected to the ends of the steel reinforcement cages or the connectors respectively; the isolating devices seal at least one side of each steel reinforcement cage and are used for stopping the concrete filled in corresponding steel reinforcement cage to perform detour flow from the side to the other steel reinforcement cages or the concrete poured in the adjacent steel reinforcement cage to perform the detour flow to the section of steel reinforcement cage. The underground diaphragm wall framework is arranged outside the steel reinforcement cages in an isolated mode, the detour flow when the concrete is poured in the section of steel reinforcement cage can be effectively prevented, the concrete poured in the section is prevented from performing the detour flow to another adjacent section of steel reinforcement cage, the concrete respectively poured in the adjacent steel reinforcement cages can not make contact, a seam can not be generated, and therefore the water leakage problem is solved.
Underground diaphragm wall framework
LIU ZHONGCHI (author) / LIANG YANWEN (author)
2015-07-22
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
Gründungen
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