A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Lengths of channel sections F may be attached to one another to form a perimeter frame into which concrete may be poured to form a slab foundation, see figure 1. Levelling means which may be threaded studs D and locknuts E may be provided at each corner to adjust the vertical height of the shuttering, see figure 3. In use holes are dug into the ground , the device is assembled, the threaded bolts are located in the holes, the device is then levelled and the device including the voids around each stud D is then filled with concrete G, see figure 5. The device may also be fitted with a damp proof membrane H and insulation J and may be fitted with reinforcing bars and supports K. Concrete L fills the interior of the device. The shuttering forms a permanent part of the structure, also known as lost shuttering.
Lengths of channel sections F may be attached to one another to form a perimeter frame into which concrete may be poured to form a slab foundation, see figure 1. Levelling means which may be threaded studs D and locknuts E may be provided at each corner to adjust the vertical height of the shuttering, see figure 3. In use holes are dug into the ground , the device is assembled, the threaded bolts are located in the holes, the device is then levelled and the device including the voids around each stud D is then filled with concrete G, see figure 5. The device may also be fitted with a damp proof membrane H and insulation J and may be fitted with reinforcing bars and supports K. Concrete L fills the interior of the device. The shuttering forms a permanent part of the structure, also known as lost shuttering.
REINFORCEMENT METHOD OF FOUNDATION BASE DURING RECONSTRUCTION OF BUILDINGS AND STRUCTURES
| European Patent Office | 2019
| Engineering Index Backfile | 1893
Foundation Design for Tall Buildings
| ASCE | 2012