Abstract
The object of the invention is an emergency escape tunnel in a multi-storey building, especially in a building with a centrally situated staircase and useable rooms surrounding it, used to evacuate people in case of a fire hazard. The emergency escape tunnel according to the invention is equipped with a load-bearing skeleton (6) with an outline similar in shape to an upturned letter U, its surface wail (7) and side walls (8) being covered with layers of a fire-resistant material. The tunnel has a self-activating drive system (13, 32, 36) and is horizontally shiftable in the space (14) between the staircase (1) and the external wall (2) of the building. In the resting position, the tunnel is situated within the staircase and in the operating position the outlet section (15) of the tunnel is situated within the exit door (16) of the building whereas its exit opening (17) is situated beyond the building. To make it possible to use the tunnel in relatively vast spaces of the building, it consists of two or three telescopically overlapping segments (3, 3a, 4), the ends of which are mutually interlocked with their cover flanges (5).
Claims
1. An emergency escape tunnel in a multi-storey building, especially in a building with a centrally situated staircase and useable rooms surrounding it, equipped with a load-bearing skeleton with an outline similar in shape to an upturned letter U, its surface wall and side walls being covered with layers of a fire-resistant material, characterised in that it has a self-activating drive system (13, 32, 36) and it is horizontally shiftable in space (14) between the staircase (1) and the external wall (2) of the building, the tunnel being located in resting position within the staircase (1), and in its operating position its outlet section (15) being situated within the exit door (16) of the building while the exit opening (17) of the tunnel being situated beyond the building.
2. Emergency escape tunnel according to claim 1, characterised in that it consists of two telescopically overlapping segments (3, 4), the ends of which are interlocked with their cover flanges (5).
3. Emergency escape tunnel according to claim 1, characterised in that it consists of three telescopically overlapping segments (3, 3a, 4), the ends of which are interlocked with their cover flanges (5).
4. Emergency escape tunnel according to claim 2, characterised in that the skeleton (6) of each segment (3, 3a, 4) is built of lateral spaced frames (10) with an outline similar in shape to an upturned letter U, the adjacent frames (10) being permanently interconnected by means of slanted ties (11) and traction wheels (12) being provided on the lower edges of the skeleton (6).
5. Emergency escape tunnel according to claim 1, characterised in that over its segments (3, 3a, 4) there are two horizontally spread, parallel and longitudinally shiftable rails (22), each of which consists of a channel guide bar (23) and a drive toothed bar (24), and the front endings (25) of the rails (22) are fixed to the front edge (26) of the internal segment (4), there being permanent roller supports (28) provided inside the rails (23) and fixed to the walls of the staircase (1), whereas the toothed bars (24) of the rails (22) mesh with the tootled wheels (21) of the drive system (13) which is placed within the staircase (1).
6. Emergency escape tunnel according to claim 5, characterised in that the rear sections of the rails (22) are surrounded by tubular shields (31) made of a fire-resistant material and mounted on fixed roller supports (28).
7. Emergency escape tunnel according to claim 1, characterised in that its drive system is has a form of a flexible tie rod (32) without an end which is sunk in a channel (33) formed in the floor (34) of the building and spread parallel to the rails (22) with guide bars (23), the upper section of the tie rod (32) being connected pointwise to the edge (26) of the internal segment (4) of the tunnel by means of a transversal driver (35).
8. Emergency escape tunnel according to claim 7, characterised in that the drive tie rod (32) has a form of a leaf chain whereas the cross profile of the channel (33) is narrowed upwards.
9. Emergency escape tunnel according to claim 1, characterised in that its drive system is a set of individual drives (36) which are coupled to the traction wheels (12) of the internal segment (4).
Description
[0006] The object of the invention is visualised in the exemplary embodiment on the drawing where FIG. 1 presents a vertical longitudinal section of a two-segment emergency escape tunnel in the resting position, FIG. 2a vertical cross section of the tunnel according to FIG. 1, FIG. 3a vertical longitudinal section of the internal segment, FIG. 4a vertical cross section of the internal segment, FIG. 5a top view of the internal segment, FIG. 6a vertical longitudinal section of the external segment, FIG. 7a vertical cross section of the external segment, FIG. 8a top view of the external segment, FIG. 9a horizontal longitudinal section of the two-segment tunnel in the resting position, FIG. 10a horizontal longitudinal section of this tunnel in the operating position, FIG. 11a perspective view of an extended two-segment tunnel, FIG. 12a perspective view of an extended three-segment tunnel, FIG. 13a perspective view of the front part of the tunnel in the resting position, FIG. 14a perspective view of the drive of the tunnel, FIG. 15a cross section of a rail with a roller support, FIG. 16a cross section of interlocked cover flanges, FIG. 17a longitudinal section of a tunnel with a tie rod drive, FIG. 18an enlarged cross section of the tie rod drive, and FIG. 19a perspective view of a tunnel with individual drives of traction wheels.
[0007] The emergency escape tunnel is formed in a multi-storey building with a centrally situated staircase 1 and an external wall 2 situated approximately 15 m away from it, the staircase 1 of the building being surrounded by useable rooms not shown on the drawing. In the solution presented on FIG. 1, 2, 9, 10, 11, the tunnel consists of consists of two telescopically overlapping segments 3 and 4, the ends of which are interlocked with their cover flanges 5. In cases where the distance between the staircase 1 and the external wall 2 of the building is relatively small, the internal segment 4 alone can serve as the tunnel. If this distance definitely exceeds 15 m, then, according to FIG. 12, a three-segment tunnel is employed in which between the external segment 3 and the internal segment 4 an intermediate segment 3a is provided. Each segment 3, 3a, 4 of the tunnel has a load-bearing skeleton 6 with an outline similar in the shape to an upturned letter U which is built of steel section bars of a rectangular shape. The surface wall 7 and the side walls 8 of the tunnel are covered with layers 9 of a fire-resistant material providing the tunnel with the required fire resistance. In turn, the skeleton 6 of each segment 3, 3a, 4 is built of lateral spaced frames 10 with an outline similar in shape to an upturned letter U. The adjacent frames 10 are permanently interconnected by means of slanted ties 11. There are traction wheels 12 set on the lower edges of the skeleton 6 of each of the segments 3, 3a, 4. The tunnel has a self-activating drive system 13 and it is horizontally shiftable in the space 14 formed between the staircase 1 and the external wall 2 of the building. In the resting position of the tunnel, the segments 3, 3a, 4 set one on another are situated within the staircase 1. In the operating position, the outlet section 15 of the internal segment 4 of the tunnel is situated within the exit door 16 of the building, the exit opening 17 of this segment of the tunnel being situated beyond the building. The drive system 13 is provided within the staircase 1 and consists of a motor 18 and a transmission 19 with a two-part drive shaft 20 ended with a couple of toothed wheels 21. Over the segments 3, 3a, 4 of the tunnel there are horizontally spread two parallel and longitudinally shiftable rails 22. Each of them consists of a channel section guide bar 23 and a drive toothed bar 24. The front ends 25 of the rails 22 are fixed to the front edge 26 of the internal segment 4 of the tunnel by means of vertical supports 27. Inside the guide bars 23 there are immovably provided roller supports 28, mounted on the ends of the horizontal extensions 29, which are fixed by means of steel beams 30 to the walls of the staircase 1. The supports 28 are provided with turning rolls 28a on which the shifted rails 22 rest. The toothed bars 24 of the rails 22 mesh with the toothed wheels 21 of the drive system 13. The rear sections of the rails 22 are surrounded by the tubular shields 31 made of a fire-resistant material, particularly of gypsum boards, which are mounted on roller supports 28. The tunnel according to the invention can also be equipped with different drive systems which do not require to be engaged with the toothed bars 24 of the rails 22. One of the drive systems, presented on FIG. 17 and 18, has a form of a flexible tie rod 32 without an end which is sunk in the channel 33 formed in the floor 34 of the building and spread parallel to the rails 22 having no toothed bars 24. The upper section of the tie rod 32 is connected pointwise to the edge 26 of the internal segment 4 by means of the transversal driver 35. Most preferably, the tie rod 32 has a form of a leaf chain whereas the cross section of the channel 33 is narrowed upwards so that the floor 34 has safe surface. In the solution according to FIG. 19, the drive system is a set of individual drives 36 which are coupled separately to the traction wheels 12 of the internal segment 4. Each individual drive 36 has its own electric motor, not shown on the drawing, which is powered by the current from the grid by means of a retractable cable. This motor can also be powered from batteries situated in the internal segment 4 of the tunnel. In another solution, not shown on the drawing, the particular traction wheels 12 of the segment 4 are coupled through chain transmissions to a common drive motor which is situated on the internal segment 4. If the smoke detectors not shown on the drawing detect fire hazard within the building, then the signals emitted from them will cause the motor 18 in the drive system 13 to self-activate. While rotating, the toothed wheels 21 through the toothed bars 24 cause a longitudinal shift of the rails 22 and of the related internal segment 4 which extends from the external segment 3 or the intermediate segment 3a and moves towards the wall 2 of the building. During this movement, the flange 5 of the internal segment 4 gets tightly interlocked with the flange 5 of the intermediate segment 3a or the external segment 3, pulling it behind itself towards the wall 2, the segments 3 and 4 or 3, 3a, 4 of the tunnel rolling on the floor 34 on their traction wheels 12. In the final phase of the movement of the segments 3 and 4 or 3, 3a, 4, the door 16 in the external wall 2 opens in the self-activation manner. The outlet section 15 of the internal segment 4 is introduced within the door 16 deeply enough to make the exit opening 17 of this segment go beyond the building. After the self-deactivation of the drive system, the rear section of the external segment 3 remains partly sunk in the staircase 1. While being immobilised in such positions, the segments 3 and 4 or 3, 3a, 4 of the tunnel make it possible to safely cross the open space 14 of the building and evacuate people from the fire hazard zone.
MARKINGS
[0008] 1staircase [0009] 2building wall [0010] 3external segment [0011] 3aintermediate segment [0012] 4internal segment [0013] 5collar [0014] 6skeleton [0015] 7surface wall [0016] 8side wall [0017] 9material layer [0018] 10skeleton frame [0019] 11frame tie [0020] 12traction wheel [0021] 13drive system [0022] 14building space [0023] 15outlet space [0024] 16building door [0025] 17exit opening [0026] 18motor [0027] 19transmission [0028] 20drive shaft [0029] 21toothed wheel [0030] 22rail [0031] 23guide bar [0032] 24toothed bar [0033] 25bar ending [0034] 26segment edge [0035] 27bar support [0036] 28roller support [0037] 28aturning roller [0038] 29support extension [0039] 30beam [0040] 31tubular shield [0041] 32tie rod [0042] 33channel [0043] 34floor [0044] 35driver [0045] 36individual drive
