US2604672A - Recoiling closure for shelters against heavy explosions - Google Patents
Recoiling closure for shelters against heavy explosions Download PDFInfo
- Publication number
- US2604672A US2604672A US155937A US15593750A US2604672A US 2604672 A US2604672 A US 2604672A US 155937 A US155937 A US 155937A US 15593750 A US15593750 A US 15593750A US 2604672 A US2604672 A US 2604672A
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- US
- United States
- Prior art keywords
- block
- tunnel
- closure
- shelter
- explosions
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B5/00—Doors, windows, or like closures for special purposes; Border constructions therefor
- E06B5/10—Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes
- E06B5/12—Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes against air pressure, explosion, or gas
Definitions
- the present invention has for its object a new type of closure for such shelters as are designed to resist the blast attending the explosion of heavy projectiles, airplane bombs or shells.
- the momentum acquired by the closure in these conditions is then cushioned by a suitable brake or accumulated partly or totally in a storing device capable of bringing the closure back to its original position, e. g. inclined guide surfaces, springs, or a cylinder with a piston adapted to compress a gaseous or a liquid fluid.
- a suitable brake e. g. inclined guide surfaces, springs, or a cylinder with a piston adapted to compress a gaseous or a liquid fluid.
- the recoil movement may be a rectilinear or a circular translation or a rotation about a suitable axis.
- the closure may either slide on the ground or roll along rails.
- closure designed to obturate a tunnel the closure will naturally assume the Shape of a cylinder conforming the shape of the tunnel in which it will move in the fashion of a piston. It will be possible to retract it either into a branch of the tunnel or into a side chamber.
- the tunnel may then constitute the brake cylinder in which the piston-like closure is movable.
- the tunnel may then constitute the brake cylinder in which the piston-like closure is movable.
- it is only necessary to close the tunnel by meansof bulkhead capable of resisting the air pressure generated by the recoil of the closure.
- the thickness of the block providing the closure and the recoil-cushioning means will be ascertained by the usual resistance calculations in View of the shock resulting from the explosions to be expected.
- FIG. 1 is a longitudinal section
- Fig. 2 a cross section
- Fig. 3 a horizontal section showing how the closure can be returned by means of a Windlass
- Fig. 4 a vertical section showing how it is returned automatically to its original position.
- the closure consists of a concrete block I the cross section of which is slightly less than that of the tunnel 2 which it is intended to close in a fluid-tight manner.
- the weight of the said block is so calculated that the shock resulting from the explosion is converted into movement and the block itself is resiliently supported on trucks 3 the wheels or rollers 4 of which run on a track 5.
- liquid-operated jacks 6 Arranged at the side of the block or in the 2 tunnel wall are liquid-operated jacks 6 connected through a pipe system I with a pressure tank 8 secured to the block. The fiow through the system is controlled with the aid of a valve 9.
- the closure is arranged to move in the tunnel in the fashion of a piston and to clear the entrance by being hauled onto the siding with the aid of a cable 10 and a Windlass II; it can be pulled back to its original position with the aid of the cable I2 through the medium of a fixed return pulley [3.
- the-valve 9 With the block in position, the-valve 9 is opened and the recoil of said block resulting from the shock consequent to the explosion is cushioned by the friction of the jacks and that of rest shoes l5 designed to limit the sag of the springs It.
- the recoil can be limited to 0.8 m. in the case of a very heavy explosion.
- Such a recovery of the momentum can also be achieved with the aid of an inclined guide surface.
- the rolling movement of the block may be replaced by a sliding movement, e. g. by resting the block on a liquid.
- An installation giving an access to an underground shelter and adapted to shield the inside of said shelter from the effects of very heavy explosions occurring outside which comprises a tunnel leading to the outside through an entrance and providing a communication between the open air through said entrance and the inside of the shelter, a siding adjacent to the tunnel, a massive block movable along the tunnel and the adjacent siding to close the tunnel, means to move the block into the siding clear of the tunnel whenever people have to be allowed in or out and to re-position the block at the entrance for the time the occupants of the shelter have to be protected against the effect of external explosions, means to decelerate the block as it recoils and to so limit the length of such a recoil that following the explosion the block will be brought to rest within the tunnel and further means adapted to make the aforementioned means operative upon the block being hauled to its shelter-shielding position and to make them inoperative when it is desired to designedly move said block.
- An installation giving an access to an underground shelter and adapted to shield the inside of said shelter from the effects of very heavy explosions occurring outside which comprises a tunnel leading from the outside into said shelter, a sideway leading from a point situated between the entrance to said tunnel and the shelter, a massive block adapted to close said tunnel arranged movable therein from the entrance to the same towards the blind end of said sideway clear of the tunnel whenever people have to be allowed in or out and to reposition the block at the entrance for the time the occupants of the shelter have to be protected against the effect of external explosions, means to decelerate the block as it recoils and to so limit the length of such a recoil that following the explosion the block will be brought to rest within the tunnel and further means adapted to make the aforementioned means operative upon the block being hauled to shelter-shielding position and to make them inoperative when it is desired to designedly move said block.
- An installation giving an access to an underground shelter and adapted to shield the inside of said shelter against the effects of very heavy explosions occurring outside which comprises a tunnel leading to the outside through an entrance and providing a communication between the open air through said entrance and the inside of the shelter, a siding adjacent to the tunnel, a massive block movable along the tunnel and the adjacent siding to close the tunnel, means to move the block into the siding clear of the tunnel whenever people have to be allowed in or out and to re-position the block in the entrance for the time the occupants of the shelter have to be protected against the effects of external explosions, jacks mounted in the block opposite the tunnel walls, means adapted at each explosion to deaden the recoil of the block and to so limit the recoil travel that after the explosion the block will be brought to rest within the tunnel and further means adapted to make said recoil-deadening means operative once the block has been brought to sheltershielding position in the outer end of the tunnel and to make them inoperative when it is desired to displace the block.
- An installation giving an access to an underground shelter and adapted to shield the inside of said shelter against the effects of very heavy explosions occurring outside which comprises a tunnel leading to the outside through an entrance and providing a communication between the open air through said entrance and the inside of the shelter, a siding adjacent to the tunnel, a massive block movable along the tunnel and the adjacent siding to close the tunnel, means to move the block into the siding clear of the tunnel whenever people have to be allowed in or out and to re-position the block in the entrance for the time the occupants of the shelter have to be protected against the effects of external explosion, jacks mounted in the block opposite the tunnel walls, jacks arranged in the block opposite the tunnel walls designed to be operated by means of a compressed fluid, a compressed fluid source on the block, a pipe leading from the compressed fluid source to the jacks through which same are caused at each explosion to deaden the recoil of the block and to so limit the recoil travel that after the explosion the block will be brought to rest within the tunnel and a valve in said pipe adapted to make said pipe
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Lowering Means (AREA)
Description
J. MESNAGER July 29, 1952 RECOILING CLOSURE FOR SHELTERS AGAINST HEAVY EXPLOSIONS Filed April 14, 1950 Patented July 29, T952 OFFICE RECOILING CLOSURE FOR SHELTERS AGAINST HEAVY EXPLOSIONS Jacques Mesnager, Paris, France Application April 14, 1950, Serial No. 155,937 In France April 15, 1949 4 Claims.
The present invention has for its object a new type of closure for such shelters as are designed to resist the blast attending the explosion of heavy projectiles, airplane bombs or shells.
It is characterized by the useof a massive block so movable that it can yield to the blow consequent to the pressure or blast caused by the explosion gases.
The momentum acquired by the closure in these conditions is then cushioned by a suitable brake or accumulated partly or totally in a storing device capable of bringing the closure back to its original position, e. g. inclined guide surfaces, springs, or a cylinder with a piston adapted to compress a gaseous or a liquid fluid.
The recoil movement may be a rectilinear or a circular translation or a rotation about a suitable axis.
In the case of a rectilinear translation, which is the simplest one, the closure may either slide on the ground or roll along rails.
In the case of a closure designed to obturate a tunnel the closure will naturally assume the Shape of a cylinder conforming the shape of the tunnel in which it will move in the fashion of a piston. It will be possible to retract it either into a branch of the tunnel or into a side chamber.
The tunnel may then constitute the brake cylinder in which the piston-like closure is movable. For that purpose it is only necessary to close the tunnel by meansof bulkhead capable of resisting the air pressure generated by the recoil of the closure.
The thickness of the block providing the closure and the recoil-cushioning means will be ascertained by the usual resistance calculations in View of the shock resulting from the explosions to be expected.
An embodiment of a closure adapted to recoil in parallel motion is shown in the drawing appended hereto in which Fig. 1 is a longitudinal section, Fig. 2 a cross section, Fig. 3 a horizontal section showing how the closure can be returned by means of a Windlass and Fig. 4 a vertical section showing how it is returned automatically to its original position.
The closure consists of a concrete block I the cross section of which is slightly less than that of the tunnel 2 which it is intended to close in a fluid-tight manner.
The weight of the said block is so calculated that the shock resulting from the explosion is converted into movement and the block itself is resiliently supported on trucks 3 the wheels or rollers 4 of which run on a track 5.
Arranged at the side of the block or in the 2 tunnel wall are liquid-operated jacks 6 connected through a pipe system I with a pressure tank 8 secured to the block. The fiow through the system is controlled with the aid of a valve 9.
The closure is arranged to move in the tunnel in the fashion of a piston and to clear the entrance by being hauled onto the siding with the aid of a cable 10 and a Windlass II; it can be pulled back to its original position with the aid of the cable I2 through the medium of a fixed return pulley [3.
With the block in position, the-valve 9 is opened and the recoil of said block resulting from the shock consequent to the explosion is cushioned by the friction of the jacks and that of rest shoes l5 designed to limit the sag of the springs It.
.With a l000-ton block the recoil can be limited to 0.8 m. in the case of a very heavy explosion.
By arranging a retractable bulkhead l4 behind the door I the air compressed between said block I and said bulkhead M in the course of the instantaneous recoil of the block is availed of to return the block to its initial position.
Such a recovery of the momentum can also be achieved with the aid of an inclined guide surface.
The rolling movement of the block may be replaced by a sliding movement, e. g. by resting the block on a liquid.
What I claim is:
1. An installation giving an access to an underground shelter and adapted to shield the inside of said shelter from the effects of very heavy explosions occurring outside, which comprises a tunnel leading to the outside through an entrance and providing a communication between the open air through said entrance and the inside of the shelter, a siding adjacent to the tunnel, a massive block movable along the tunnel and the adjacent siding to close the tunnel, means to move the block into the siding clear of the tunnel whenever people have to be allowed in or out and to re-position the block at the entrance for the time the occupants of the shelter have to be protected against the effect of external explosions, means to decelerate the block as it recoils and to so limit the length of such a recoil that following the explosion the block will be brought to rest within the tunnel and further means adapted to make the aforementioned means operative upon the block being hauled to its shelter-shielding position and to make them inoperative when it is desired to designedly move said block.
2. An installation giving an access to an underground shelter and adapted to shield the inside of said shelter from the effects of very heavy explosions occurring outside, which comprises a tunnel leading from the outside into said shelter, a sideway leading from a point situated between the entrance to said tunnel and the shelter, a massive block adapted to close said tunnel arranged movable therein from the entrance to the same towards the blind end of said sideway clear of the tunnel whenever people have to be allowed in or out and to reposition the block at the entrance for the time the occupants of the shelter have to be protected against the effect of external explosions, means to decelerate the block as it recoils and to so limit the length of such a recoil that following the explosion the block will be brought to rest within the tunnel and further means adapted to make the aforementioned means operative upon the block being hauled to shelter-shielding position and to make them inoperative when it is desired to designedly move said block.
3. An installation giving an access to an underground shelter and adapted to shield the inside of said shelter against the effects of very heavy explosions occurring outside, which comprises a tunnel leading to the outside through an entrance and providing a communication between the open air through said entrance and the inside of the shelter, a siding adjacent to the tunnel, a massive block movable along the tunnel and the adjacent siding to close the tunnel, means to move the block into the siding clear of the tunnel whenever people have to be allowed in or out and to re-position the block in the entrance for the time the occupants of the shelter have to be protected against the effects of external explosions, jacks mounted in the block opposite the tunnel walls, means adapted at each explosion to deaden the recoil of the block and to so limit the recoil travel that after the explosion the block will be brought to rest within the tunnel and further means adapted to make said recoil-deadening means operative once the block has been brought to sheltershielding position in the outer end of the tunnel and to make them inoperative when it is desired to displace the block.
4. An installation giving an access to an underground shelter and adapted to shield the inside of said shelter against the effects of very heavy explosions occurring outside, which comprises a tunnel leading to the outside through an entrance and providing a communication between the open air through said entrance and the inside of the shelter, a siding adjacent to the tunnel, a massive block movable along the tunnel and the adjacent siding to close the tunnel, means to move the block into the siding clear of the tunnel whenever people have to be allowed in or out and to re-position the block in the entrance for the time the occupants of the shelter have to be protected against the effects of external explosion, jacks mounted in the block opposite the tunnel walls, jacks arranged in the block opposite the tunnel walls designed to be operated by means of a compressed fluid, a compressed fluid source on the block, a pipe leading from the compressed fluid source to the jacks through which same are caused at each explosion to deaden the recoil of the block and to so limit the recoil travel that after the explosion the block will be brought to rest within the tunnel and a valve in said pipe adapted to make said jacks operative once the block has been brought to shelter-shielding position in the outer end of the tunnel and to make them inoperative when it is desired to displace the block.
JACQUES MESNAGER.
REFERENCES CITED The following references are of record in the file of this patent:
UNITED STATES PATENTS Number Name Date 1,243,377 Allison Oct. 16, 1917 2,003,669 Potter June 4, 1935 2,227,656 Lindsay Jan. 7, 1941
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR2604672X | 1949-04-15 |
Publications (1)
Publication Number | Publication Date |
---|---|
US2604672A true US2604672A (en) | 1952-07-29 |
Family
ID=9687074
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US155937A Expired - Lifetime US2604672A (en) | 1949-04-15 | 1950-04-14 | Recoiling closure for shelters against heavy explosions |
Country Status (1)
Country | Link |
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US (1) | US2604672A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4167087A (en) * | 1976-07-30 | 1979-09-11 | Kraftwerk Union Aktiengesellschaft | Nuclear reactor installation in underground construction |
WO1997029268A1 (en) * | 1996-02-05 | 1997-08-14 | Heierli & Co. Patentverwertungsgesellschaft | Device for securely closing an aperture in a protective structure |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1243377A (en) * | 1914-12-26 | 1917-10-16 | John Joseph Collinson Allison | Means for minimizing the effects of colliery explosions. |
US2003669A (en) * | 1932-02-04 | 1935-06-04 | Yale & Towne Mfg Co | Door closer |
US2227656A (en) * | 1939-08-07 | 1941-01-07 | William H Lindsay | Door check |
-
1950
- 1950-04-14 US US155937A patent/US2604672A/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1243377A (en) * | 1914-12-26 | 1917-10-16 | John Joseph Collinson Allison | Means for minimizing the effects of colliery explosions. |
US2003669A (en) * | 1932-02-04 | 1935-06-04 | Yale & Towne Mfg Co | Door closer |
US2227656A (en) * | 1939-08-07 | 1941-01-07 | William H Lindsay | Door check |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4167087A (en) * | 1976-07-30 | 1979-09-11 | Kraftwerk Union Aktiengesellschaft | Nuclear reactor installation in underground construction |
WO1997029268A1 (en) * | 1996-02-05 | 1997-08-14 | Heierli & Co. Patentverwertungsgesellschaft | Device for securely closing an aperture in a protective structure |
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