Quality inspection and acceptance of fabricated concrete structure engineering
Semi-Auto Gluer Machine (Combined pressure model) is the latest exploit. According to the small order of the user,
1. It has a small volume and cover small area,
2. Easy operation without of having experience, applicability range is wide.
3. Suitable for small quantity produce and simple to change variety.
4. Ordinary carton and heterogeneous shape can be glued,
5. It saves glue and the glue dosage is one third of the manual glue dosage.
6. Maxium mechanical speed is 56m/min, efficiency is 4 times higher than manual operation.
7. Adhesive is strong, tidy and not leak glue, UV light membrane and plastic coated of sticky mouth section can be polished and removed by two-headed burnish implement, improving the glue adhesive and solve the difficulty of some cartons are easy to opening glue problem in some seasons.
8. With manual folding carton, it will improve the work efficiency and suitable for wrong indentation line made by automatic machine, special abnormal shape and cartons with window on paperboard.
Grinding paper department
1. The burnishing wheel is adopt special material for its high hardness and long life,
2.Highspeed burnishing wheel improve burnishing paper effect, efficient cleaner adsorptive the paper scraps, keep clean and tidy work environment.
Glue department
1. Adopt stainless steel bucket for suppling glue, hard to rust, high corrosion resistance.
2. Multiple types of pasting wheel, meet all kinds of production.
Press Type Semi Automatic Folder Gluer Machine Flexo Folder Gluer,Press Type Semi Automatic Folder Gluer Machine,Semi Automatic Folder Gluer Machine,Folder Gluer Press Model JIALONG PACKAGING MACHINERY CO.,LTD , https://www.jlcartonmachine.com
2. The acceptance of the appearance quality and dimensional deviation of the prefabricated components and the handling of the defects shall comply with the specifications.
3. Prefabricated components shall be inspected for structural properties in accordance with the required test parameters and test indicators. Prefabricated components that fail to pass structural structural tests shall not be used in concrete structures.
Test of bearing capacity, deflection and crack width of reinforced concrete members and prestressed concrete members allowed to crack; prestressed concrete members without cracks are subjected to bearing capacity, deflection and crack resistance test; non-prestressing in prestressed concrete members The components shall be inspected according to the requirements of reinforced concrete members; for large-scale components with mature design and small production quantity, when measures for strengthening materials and quality inspection are adopted, only deflection, crack resistance or crack width inspection may be performed.
For batch production of components, the same type of products that are normally produced in the same process and do not exceed 1000 pieces and not more than 3 months shall be batched. When 10 batches are continuously inspected and the structural performance test of each batch meets the requirements, the components of the same type that can be normally produced in the same process may be changed to not more than 2000 pieces and the same type of products not exceeding 3 months is a batch. In each batch, one component should be randomly selected as a test piece for inspection.
4. The connection between the prefabricated components and the structure should meet the design requirements.
5. The position and method of support, lifting and installation of prefabricated components during storage and transportation shall meet the requirements.
6. Joints and seams in the assembled structure shall meet the requirements.