Ulma MK Structure - 3 Dismantling; Technichal Assembly Instructions; General Assembly

Construcción
ConstrucciónConstrucción
Construcción
25
MK
MK MK
MK STRUCTURE
STRUCTURESTRUCTURE
STRUCTURE
3.
3.3.
3. A
AA
ASSEMBLY, USE AND
SSEMBLY, USE AND SSEMBLY, USE AND
SSEMBLY, USE AND DISMANTLING
DISMANTLINGDISMANTLING
DISMANTLING
3.1.
3.1.3.1.
3.1. TECHNICHAL ASSEMBLY INSTRUCTIONS. GENERAL ASSEMBLY
TECHNICHAL ASSEMBLY INSTRUCTIONS. GENERAL ASSEMBLYTECHNICHAL ASSEMBLY INSTRUCTIONS. GENERAL ASSEMBLY
TECHNICHAL ASSEMBLY INSTRUCTIONS. GENERAL ASSEMBLY
For further information on this section, it is advisable to read and follow the respective technical assembly
instructions for the different products offered by the MK System with regard to their erection, dismantling and
handling.
ITM_MK01-01 “ERECTION OF THE MK TRUSS SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN HORIZONTAL
POSITION”
ITM_MK02-01 “DISMANTLING OF THE MK TRUSS SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN
HORIZONTAL POSITION”
ITM_MK03-01 “ERECTION OF THE MK TRUSS SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN VERTICAL
POSITION”
ITM_MK04-01 “DISMANTLING OF THE MK TRUSS SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN VERTICAL
POSITION”
ITM_MK05-01 “ERECTION OF THE MK FORM CARRIER SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN
HORIZONTAL POSITION”
ITM_MK06-01 “DISMANTLING OF THE MK FORM CARRIER SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN
HORIZONTAL POSITION”
ITM_MK07-01 “ERECTION OF THE MK FORM CARRIER SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN
VERTICAL POSITION”
ITM_MK08-01 “DISMANTLING OF THE MK FORM CARRIER SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN
VERTICAL POSITION”
ITM_MK09-01 “ERECTION OF THE MK CUT-AND-COVER FORM CARRIER WITH BOTTOM PLATFORMS IN VERTICAL
POSITION”
ITM_MK10-01 “DISMANTLING OF THE MK CUT-AND-COVER FORM CARRIER WITH BOTTOM PLATFORMS IN
VERTICAL POSITION”
3.1.1. Main structure erection. Node assembly
- Start with the assembly of the booms and
diagonals. Place the nodes on the waler according to
the indications in the assembly drawings.
All waler-node joints are fastened with bolts
M16x90. 6 bolts are required for a joint with high
load-bearing capacity at compression, 4 bolts for a
medium load-bearing capacity and 2 for a low load-
bearing capacity. For capacity calculations, all waler-
node joints are assumed to be hinged.