GRIDMESH ANCHOR GA03, Руководство пользователя

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6 7
The following tables can be used to ensure the steel dimensions of the supporting structure are
adequate for the GMA to be used.
Length [m]
5 5.5 6 6.5 7 7.5 8 8.5
Universal Columns 200 UC 46 250 UC 72.9 250 UC 72.9 250 UC 72.9 250 UC 72.9 310 UC 118 310 UC 118 310 UC 118
Universal beams 310 UB 32 360 UB 44 360 UB 44 360 UB 44 410 UB 53 410 UB 53 460 UB 67 460 UB 67
Parallel Flange Channel 380 PFC 380 PFC 380 PFC ~ ~ ~ ~ ~
Un-equal angle
~ ~ ~ ~ ~ ~ ~ ~
Rectangular hollow section ~ ~ ~ ~ ~ ~ ~ ~
Square hollow section 250 x 6 ~ ~ ~ ~ ~ ~ ~
Length [m] 5 5.5 6 6.5 7 7.5 8 8.5
Universal Columns 150 UC 23 150 UC 23 150 UC 23 150 UC 30 150 UC 30 150 UC 30 150 UC 37.2 200 UC 46.2
Universal beams
200 UB 22 200 UB 22 200 UB 22 200 UB 22 200 UB 22 250 UB 25.7 250 UB 25.7 310 UB 32
Parallel Flange Channel 150 PFC 200 PFC 200 PFC 200 PFC 250 PFC 250 PFC 250 PFC 250 PFC
Un-equal angle ~ ~ ~ ~ ~ ~ ~ ~
Rectangular hollow section 150 x 100 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6
Square hollow section
150 x 5 150 x 5 200 x 5 200 x 5 200 x 5 200 x 5 250 X 6 250 X 6
Length [m] 1 1.5 2 2.5 3 3.5 4 4.5
Universal Columns
100 UC 14 100 UC 14 150 UC 23 150 UC 23 150 UC 23 200 UC 46 200 UC 46 200 UC 46
Universal beams 150 UB 14 150 UB 14 150 UB 14 200 UB 18 200 UB 18 250 UB 25 250 UB 25 310 UB 32
Parallel Flange Channel 100 PFC 150 PFC 150 PFC 150 PFC 200 PFC 250 PFC 250 PFC 250 PFC
Un-equal angle 125x75 UA 6 150x90 UA 12 ~ ~ ~ ~ ~ ~
Rectangular hollow section
100 x 50 x 5 150 x 50 x 5 200 x 100 x 5 200 x 100 x 5 200 x 100 x 5 250 x 150 x 9 250 x 150 x 9 ~
Square hollow section 100 X 5 100 X 5 150 x 5 150 x 5 200 x 5 200 x 5 250 x 6 250 x 6
Length [m] 1 1.5 2 2.5 3 3.5 4 4.5
Universal Columns 100 UC 14 100 UC 14 100 UC 14 100 UC 14 100 UC 14 100 UC 14 150 UC 23 150 UC 23
Universal beams
150 UB 14 150 UB 14 150 UB 14 150 UB 14 150 UB 14 150 UB 14 150 UB 14 150 UB 14
Parallel Flange Channel 100 PFC 100 PFC 100 PFC 100 PFC 150 PFC 150 PFC 150 PFC 150 PFC
Un-equal angle 125x75 UA 6 125x75 UA 6 125x75 UA 6 125x75 UA 6 125x75 UA 6 125x75 UA 8 125x75 UA 12 ~
Rectangular hollow section 100 x 50 x 6 100 x 50 x 6 100 x 50 x 6 100 x 50 x 6 150 x 100 x 6 150 x 100 x 6 150 x 100 x 6 150 x 100 x 6
Square hollow section
100 X 6 100 X 6 100 X 6 100 X 6 100 X 6 100 X 6 150 x 5 150 x 5
Length [m] 9 9.5 10 10.5 11 11.5 12
Universal Columns 310 UC 118 310 UC 118 310 UC 118 ~ ~ ~ ~
Universal beams 610 UB 101 610 UB 101 ~ ~ ~ ~ ~
Parallel Flange Channel ~ ~ ~ ~ ~ ~ ~
Un-equal angle ~ ~ ~ ~ ~ ~ ~
Rectangular hollow section ~ ~ ~ ~ ~ ~ ~
Square hollow section ~ ~ ~ ~ ~ ~ ~
Length [m] 9 9.5 10 10.5 11 11.5 12
Universal Columns 200 UC 46.2 200 UC 46.2 200 UC 46.2 200 UC 46.2 200 UC 59.5 200 UC 59.5 200 UC 59.5
Universal beams
310 UB 32 310 UB 32 310 UB 32 310 UB 46 310 UB 46 310 UB 46 310 UB 46
Parallel Flange Channel 300PFC 300PFC 300PFC 300PFC 380PFC 380PFC 380PFC
Un-equal angle ~ ~ ~ ~ ~ ~ ~
Rectangular hollow section 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6 250 x 150 x 6
Square hollow section
250 X 6 250 X 6 250 X 6 ~ ~ ~ ~
Minimum required beam size for SIMPLY SUPPORTED structure
Minimum required beam size for SIMPLY CANTILEVERED structure
Safe Load Calculator (Platform structure dimensions for steel beams)
Assumptions:
1.
Maximum floor width = 1200 mm
2.
The GMA sits, and is positioned so as to transfer load through 2 beams.
3.
All materials are Grade 300 Mpa or better (AS3678 & AS1163)
4.
Floor is fully loaded at 2.5 Kpa (typical design load) - Is equivalent to 255 kg per m^2
5.
Floor mesh and handrails considered to be approx 50 kg per square metre.
6.
A 1.25x factor has been applied to the loads, for error in estimations of operators.
7.
It’s assumed the beams are full restrained, buckling has not been considered.
8.
15kN fall arrest anchorage load has been used to one side. This means 2 anchorages can
be used on the same device on either side.
3.0 Installation
Gridmesh Anchor Installation:
A. GMA Assembly (GA03):
The Gridmesh Anchor assembly is intended to be used
on steel structure with 1.2m centres, however can be used on narrower structures by
re-orienting the device diagonally (e.g. 900mm or 750mm). The model GMA04 has
additional equipment as second lifting point, however the total haul load MUST NOT
EXCEED 1.2 tonnes.
B. System height/clearance:
The Gridmesh Anchor should be located on a structure
where the height above the surrounding work area is sufficient to enable a chain
block / block and tackle to be operated in accordance with user instructions. If there is
insufficient clearance, DO NOT use the device.
C. Evaluate System Location:
The location of the Gridmesh Anchor(s) must be
determined by the user. Do not place any potential users at risk during the installation
and operation a completely installed system. Utilise the chart on Page 7 to determine
that the structure is suitable for use.
D. Inspection:
Before installing the Gridmesh Anchor on the mesh, both the mesh and its
structure should be visually inspected to confirm that it will hold hauling loads. If there is
any doubt about the ability of the system to sustain the loads, the system should not be
installed. If necessary, a structural engineer should validate the structural integrity of the
component members.
E. Risk assessment:
Prior to any job being undertaken, it is recommended that the user
undertake a risk assessment and prepare a safe work method statement (SWMS) to
ensure the equipment use and operation is within the manufacturer guidelines and the
operating requirements of the site.
Steps for Installation:
1. Using the storage bag, carry the Gridmesh
Anchor kit to the desired location. Ideally there
will be a user at the top of the structure to set the
anchorage on the mesh and a user below the
mesh to arrange connection to the equipment
from below.