The optimization process of pegging-out the foundation screw’s group for a steel column

The article deals with the optimization of geodetic staking group of anchor bolts for the foundation for the steel columns. The authors have studied the existing methods and modern engineering and surveying, namely stakeout. During the construction of the garage to the existing building during the geodetic works, the authors have established a new method of geodesic stakeout group of anchor bolts at the foundation for the steel columns using Total Station Sokkia CX-105. The article describes the course of the research process optimization geodesic stakeout and developed a method for the removal of the outer contour of the anchor bolt axes to the formwork with the foundation for the steel columns, and describes the stages of work using this method. A method of removal of the outer contour of the anchor bolt axes to the formwork showed a significant reduction in the time stakeout and simplifying surveyors working at the construction site, as well as high accuracy to achieve the requirements.