Blast Effects
The door is designed for blast pressure on door surface
up to 28 bar (2,8 MPa; 406 psi); up to 9 bar blast
overpressure is tested with prototype door BT1-2424 at
German Army Test Laboratory WTD 52 (certificate-no:
WTD52GF210-04/2018-Z); blast pressure up to 28 bar
(406 psi) is calculated by FEM Analysis.
Overpressure direction
The overpressure wave direction is tested direct to the
front.
Product Data
Blast resistant door in a high efficient construction of
steel and reinforced concrete.
The mounting combines surface mounting and in wall
mounting; sided hinged; swinging type; the door can be
operated from inside and outside, manual operation of
the door for opening and closing;
door thickness: 500 mm
concrete slab thickness: 300 mm
with 3 side bolt work and wheel handle – inside and outside;
opening from inside as well as outside
Description of latching
Door locked with round pin (dia 80 mm) and central
bolt work, locking 50 mm; each leaf is hinged with 2
strong hinges in vault style, which allows door opening
180°, hinge pins are machined and polished from 80 mm
diameter steel, rotating in sinter bushing.
Blast door operation
Force required to set the door in motion from the 90-degree
open position app. 120 N, optional opening from inside
and outside by electronic, lifting cylinder is available.
Door frame
The heavy steel frame is constructed from 500 mm by
500 mm L-shaped angle and prepared with anchoring
studs.
Gasket seals are provided as recommended for reinforced concrete doors; the seals are typically used for reinforced concrete doors to improve the weather seal and provide door silencer; sealed doors have full door perimeter and all door penetrations sealed; perimeter seals are rubber gasket type; gaskets are removable, capable of sealing the mating surfaces and resistant to the atmospheric environment; the gaskets cushion the impact of the door against the frame so that steel to steel contact is not made during closing.
Door finish: door painted with primer resisting corrosion
Static material strength: steel plate according;
- EN 10025-2/2004,
- EN 10029 A/N
- EN 10163-2 A/1
- AD-2000 W1
- quality: S235JR+M
- minimum static yield strength 300 N/mm² (Mpa)
- maximum static yield strength 412 N/mm² (Mpa)
- minimum tensile strength 410 N/mm² (Mpa)
- minimum tensile strength 566 N/mm² (Mpa)
- elongation at rupture: 27% - 37%
- concrete C45/55:
- minimum static yield strength 60 N/mm² (Mpa)
- break load min.: 1500 kN test acc. DIN EN 12390
Dynamic analysis and deformation
Dynamic finite element analysis by calculation software
LS-Dyna Version 970-3535 maximum deformation in door
leaf = 2.1mm (BT3-3439, BT3-4545)) 100 % function of door
(BT3-3439, BT3-4545) after blast with 5 bar.
Technical changes forbidden.
View the complete technical specifications
Model art. no. |
Outer dimensions* height (mm)width (mm)
|
Clear opening height (mm)width (mm)
|
Weight with concrete (kg) |
Weight steel only (kg) |
Door thickness (mm) |
---|---|---|---|---|---|
BT3-2330 | |||||
BT3-2330 | 30004000 |
23003000 |
9700 | 5500 | 500 |
BT3-2439 | |||||
B3-2439 | 31004900 |
24003900 |
12650 | 7500 | 500 |
BT3-3325 | |||||
BT3-3325 | 40003500 |
33002500 |
11400 | 6600 | 500 |
BT3-3942 | |||||
BT3-3942 | 45005000 |
39004200 |
19700 | 12600 | 500 |
BT3-4040 | |||||
BT3-4040 | 46004800 |
40004000 |
19700 | 12400 | 500 |
BT3-4045 | |||||
BT3-4045 | 46505300 |
40004500 |
22000 | 13800 | 500 |
BT3-4240 | |||||
BT3-4240 | 50005000 |
42004000 |
22200 | 13100 | 500 |
BT3-4250 | |||||
BT3-4250 | 50006000 |
42005000 |
26800 | 16200 | 500 |
BT3-4945 | |||||
BT3-4945 | 56505500 |
49004500 |
26000 | 16800 | 500 |
BT3-4950 | |||||
BT3-4950 | 56506000 |
49005000 |
28500 | 18500 | 500 |
BT3-6565 | |||||
BT3-6565 | 72507500 |
65006500 |
47300 | 31350 | 500 |
* without protruding elements