| 摘要 |
The present invention relates to a pile-combining wall foundation structure, which is characterized in a dominant horizontal force. The pile-combining wall foundation structure does not increase the amount of pile steel and greatly increases the horizontal projected area, using a circular reinforcement housing including an interval split, thereby facilitating the economic construction of the pile-combining wall foundation structure. In other words, the reinforcement housing covers the horizontal projected area, and a main body pile is responsible for the bending resistance of a cross section. Therefore, each cross section is independently set, so it is possible to efficiently and economically design a pile-combining wall foundation structure. In addition, the reinforcement housing, which is the core component of the structure, is applied, so the space between the punched surface and the outer surface of a pile is very strongly combined. Therefore, a traditionally-generated space error problem is easily solved, so safety for the bending force applied to the pile can be more firmly ensured. Also, the bending force applied to the pile is usually focused on the closest point from the underground. The reinforcement housing, which is the core compartment of the structure, is applied to have an appropriate depth and length, so the load of the pile can be reduced. |
