Optimization method for matching feasibility and construction strength of dam engineering construction scheme

Abstract

The invention provides a dam project construction scheme feasibility and construction strength matching optimization method. The method comprises the following steps that firstly, dam project construction parameter data is obtained, material yard raw material data is subjected to unit partitioning, and then dam data is subjected to unit partitioning; secondly, a rubble material filling area in thedam data is layered, and the flat rubble material layer is subjected to striping and framing construction; thirdly, project planning of prior narrow construction is conducted on the rubble material filling area, and the feasibility of a construction scheme of the prior narrow construction is subjected to data evaluation; fourthly, operation of the transportation parameter data of the material yard raw materials is performed, and in the stone material transportation process, the optimal vehicle allocation number and the vehicle working period are calculated; fifthly, the feasibility of transporting the raw materials is assessed, and the comparison with the data of a dam project model itself is conducted; sixthly, filling is conducted on dam face stone materials of the dam project is conducted. By means of the method, the matching degree of the construction scheme feasibility in the construction process is verified, so that the subsequent working progress is adjusted.

Description

technical field [0001] The invention relates to the field of computer-aided design, in particular to a matching optimization method for the feasibility and construction strength of a dam engineering construction scheme. Background technique [0002] At present, there is no method for simulating the construction process of the gravel soil core rockfill dam project according to the designed construction plan before construction. Due to the large scale of the project and the complexity of the construction plan, it is difficult to accurately express the dynamic changes of the project construction in the existing technology process, resource consumption, traffic flow status. It is impossible to realize the setting of construction conditions such as stratification of the block rock filling area in the dam data; it is impossible to evaluate the feasibility data of the construction plan; It is impossible to obtain parameter information for surface stone filling, and it is impossibl...

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Problems solved by technology

[0002] At present, there is no method for simulating the construction process of the gravel soil core rockfill dam project according to the designed construction plan before construction. Due to the large scale of the project and the complexity of the construction plan, it is difficult to accurately express the dynamic changes of the project construction in the existing technology process, resource consumption, traffic flow status

It is impossible to realize the setting of construction conditions such as stratification of the block rock filling area in the dam data; it is impossible to evaluate the feasibility data of the construction plan; It is impossible to obtain parameter information for surface stone filling, and it is impossible to verify the matching degree of the feasibility of the construction plan in the construction process, and there is no effective basis for judging whether the designed construction plan is reasonable or not.

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