When lifting or jacking the space frame structure, the following requirements should be met:
The construction shall be carried out in accordance with the regulations of the construction organization design.
Steel pipe welders on the construction site shall pass the all-position welding procedure qualification and welder examination of the welded ball joints and steel pipe connections before they can participate in the construction.
The hoisting method should be determined comprehensively according to the stress and structural characteristics of the space frame, under the requirements of quality and schedule, and combined with the local construction technical conditions.
The selection of the position and number of lifting points for the hoisting of the grid shall comply with the following requirements:
It should be consistent with the force condition when the space frame structure is in use or the members must meet the force requirements after checking;
The reaction force at the lifting point should be less than the load capacity of the lifting equipment;
The load of each lifting equipment should be close.
After the hoisting method is selected, the reaction force of the hoisting point, the internal force and deflection of the members, the stability of the supporting column and the horizontal thrust of the space frame under wind load should be checked separately during the construction phase of the space frame, and reinforcement measures should be taken if necessary. .
All welds of the welded joint space frame shall be visually inspected and recorded. For the butt welds of the tie rods and balls of the large and medium-span steel pipe space frame, non-destructive inspection shall be conducted, and the number of samples shall not be less than 20% of the total number of welds. The quality standards shall comply with the current national standard "Code for Acceptance of Steel Structure Engineering Construction Quality" 》(GB50205) the requirements for level 2 welds.