PIVOT JOINT GE F - ST F 100
Application
Applicable as a bracing element for single-arm cantilevers supported from primary steelwork or concrete surfaces, also for the knee-brace reinforcing of all siFramo 100 frame constructions. The pivot can be installed with angles from 25° to 155°.
Scope of delivery
Pivot Joint GE F - ST F 100 with pre-attached base plate
Installation
Attachment of the Joints to steel structure by means of Assembly Set MS 5P M12 S while connecting the base plate. From Type 161/200 on an Assembly Set MS 5P M16 S is used. Another option is to fix the Joint to concrete walls by means of 4 heavy-duty anchors M12. The support profile TP F 100 plugged onto the octagon is attached by means of 4 Self Forming Screws. The cutting length of the support profile can be determined by the table below-mentioned. After installation at the desired angle the screws have to be tightened with 40 Nm.
By loosening the screw connection between Joint and Joining Plate it is possible to rotate the Joint by 90° and to use it for a cross member then (see figure 4).
Technical Data
Material: Steel, HCP.
| Type | Height H [mm] | Length L [mm] | Width B [mm] | Angle α | W [kg] |
|---|---|---|---|---|---|
| GE F 80/120 - 100 | 180 | 220 | 220 | 25° - 155° | 6.9 |
| GE F 121/160 - 100 - 1 | 180 | 320 | 260 | 25° - 155° | 10.5 |
| GE F 161/200 - 100 - 1 | 180 | 320 | 310 | 25° - 155° | 11.9 |
| GE F 201/300 - 100 - 1 | 180 | 220 | 420 | 25° - 155° | 11.1 |
Cutting length c of support profile between two joints:
| b [mm] 1000 |
b [mm] 1500 |
b [mm] 2000 |
b [mm] 2500 |
b [mm] 3000 |
|
| α | c [mm] | c [mm] | c [mm] | c [mm] | c[mm] |
| 25° | 2130 | 3313 | 4496 | 5679 | 6862 |
| 30° | 1784 | 2784 | 3784 | 4784 | 5784 |
| 35° | 1542 | 2413 | 3285 | 4157 | 5028 |
| 40° | 1364 | 2142 | 2920 | 3698 | 4476 |
| 45° | 1230 | 1938 | 2645 | 3352 | 4059 |
| 50° | 1128 | 1780 | 2433 | 3086 | 3738 |
| 55° | 1048 | 1658 | 2268 | 2879 | 3489 |
| 60° | 985 | 1563 | 2140 | 2717 | 3295 |
| 65° | 937 | 1488 | 2040 | 2592 | 3143 |
a = vertical length from centerline of joint to bottom of profile at connection
b = horizontal length of cantilever from connection to centerline of joint
c = cutting length of support profile between two joints
α = angle at the opposite of the vertical bracing
| Code | Name | Weight | Number of pieces | ||
|---|---|---|---|---|---|
| 115863 | 6.90 | 1 | Information request | ||
| 115864 | 10.50 | 1 | Information request | ||
| 115866 | 11.90 | 1 | Information request | ||
| 115868 | 11.10 | 1 | Information request |