(1) Measuring the payoff
(2) Leveling
(3) formwork positioning benchmark
(4) Chiseling
(5) formwork release agent coating
Measuring pay-off line
Steel banding
1) The base surface of the wall formwork system should be leveled, the lower end should be close to the positioning reference.
2) The bolts on the side of the wall beam should be straight and opposite. When inserting the bolt, hardtop should not be pulled diagonally. When changing the position of the hole, the machine should be drilled. It is strictly forbidden to use electric and gas welding holes.
3) The back part should adopt the entire rod. If that joint was used, upper back and lower back joints should be staggered. The staggered position should not be less than 400mm, and the joint length should not be less than 200mm.
4) For cast-in-place concrete beams and slabs with a span greater than 4 m, the formwork shall be arched according to the design requirements, and the arching shall not reduce section height of members.
5) Regarding embedded parts, pre-buried holes, reserved holes, hanging angle steel and window sill cover shall not be missed.
6) The axis deviation of vertical support of upper and lower layers of the early-release formwork support system shall not exceed 15 mm, and the deviation of the verticality of the support force column shall not exceed 1/300 of the layer height.
Projects
Coal Storage
Metro Station
Silo Tank
Shanghai Yangzte Bridge
Dam
Subway
Silo Tank
ITC Colombo One Hotel & Residences
Slab Flex 20 Formwork, Guatemala
National Immigration Office
Queens Peak
Diamond Twin Tower
Yujing Center
Olympia City
Jamaica Shopping Center
Jinying Shopping Center
Sheraton Apple One
Bearing Capacity Test, Germany
Sea Shore Villa
Housing Project
Apartment
Housing in Mauritius
Housing in Phillipine
Housing in UAE
Residential & Commercial Formwork
High Rise Formwork
Modular Houses
Bridge Formwork
Dam Formwork
Tunnel Formwork
LNG & Water Tank Formwork
Scaffolding Solutions
