Application of a New Type Returnable Retaining Wall in Mountainous Area Power Plant
doi: 10.16516/j.gedi.issn2095-8676.2018.S1.029
- Received Date: 2018-05-09
- Rev Recd Date: 2018-11-20
- Publish Date: 2020-07-11
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Key words:
- mountains area /
- thermal power plants /
- returnable integral compound type /
- reinforced concrete retaining wall
Abstract: [Introduction] The purification station of a power plant in a mountainous area is arranged at the edge of the river, and the source water is disposed on site to be transported to the factory. River on the east side of the original landscape for step slope, valley edge steep terrain, cleaning station station site requires a flat handle, same its northeast, the need for excavation, the southwest side of the station need to fill, you need to set up two vertical intersection of retaining wall. [Method] The design was put forward separately two schemes of gravity retaining wall and buttressed retaining wall, the two schemes were compared from the construction and cost point of view, and it was found that they are difficult to meet the actual site construction needs. Finally,comprehensive two schemes innovatively put forward returnable integral compound type retaining wall, it solved the site problems very well. [Result] After scheme comparison, choose a new angle of retaining wall design, effectively reduced the dosage of basal area and reinforced, local materials, saving cost, finished high backfill slope at the smaller economic costs of retaining wall structure. [Conclusion] The engineering practice proves that this new type of corner retaining wall not only satisfies the actual use function of the site, but also saves the cost of the project and facilitates the construction.
Citation: | HUANG Wenhe, ZHANG Li, LIU Liwei, ZHONG Xianglan. Application of a New Type Returnable Retaining Wall in Mountainous Area Power Plant[J]. SOUTHERN ENERGY CONSTRUCTION, 2018, 5(S1): 161-165. doi: 10.16516/j.gedi.issn2095-8676.2018.S1.029 |