US169938A - Improvement in burglar-proof vaults - Google Patents
Improvement in burglar-proof vaults Download PDFInfo
- Publication number
- US169938A US169938A US169938DA US169938A US 169938 A US169938 A US 169938A US 169938D A US169938D A US 169938DA US 169938 A US169938 A US 169938A
- Authority
- US
- United States
- Prior art keywords
- rails
- burglar
- walls
- vault
- proof
- 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
Links
- 229910000746 Structural steel Inorganic materials 0.000 description 16
- 239000000203 mixture Substances 0.000 description 8
- 238000005452 bending Methods 0.000 description 6
- 239000004568 cement Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000005553 drilling Methods 0.000 description 4
- 229910001651 emery Inorganic materials 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 4
- 230000001154 acute Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 235000000396 iron Nutrition 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000000149 penetrating Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E05—LOCKS; KEYS; WINDOW OR DOOR FITTINGS; SAFES
- E05G—SAFES OR STRONG-ROOMS FOR VALUABLES; BANK PROTECTION DEVICES; SAFETY TRANSACTION PARTITIONS
- E05G1/00—Safes or strong-rooms for valuables
- E05G1/02—Details
- E05G1/024—Wall or panel structure
Definitions
- the improvements relate to such vaults wherein railroad T-rails are used for the walls,
- Figure l is a plan, showing the floor or ceiling and boundaries of the walls.
- Fig. 2 is a front elevation, show ing the front walls of the vault and the entrance to the vestibule.
- Fig. 3 is a section of the wall and floorenlarged.
- Fig. 4 shows the mode of preparing the rails for bending.
- a suitable foundation of masonry is first prepared, and 011 this is laid, preferably in cement or mortar, the floor A of railroad or I rails, andupon that the first course of rails for the walls.
- the rails are placed with the feet or base outward, and the heads or tread inward, and interlocked or dovetailed with each other within the walls, floor, or ceiling, and the outer or exposed portions present plane surfaces.
- suitable sustaining. irons which are screwed fast to the flat bases of the rails.
- the meeting ends of the rails are joined by mitering, and the sustaining-irons applied at those and other corners are of angle iron or steel, embracing and protecting the goings of the rails both at the horizontal andvertical corners.
- the angle-iron frame is turned around a corner, one side or edge is cut out V-shaped at the turning-point, and, after being bent at that point, the lapping portions of the adjacent sides of the V are welded together.
- Solid angle-iron frames are thus formed, extending entirely around the structure at different parts thereof, strengthening the corners, and protecting the seams thereat, and imparting stability to the whole.
- Other supports of flat bars may also be applied midway between the corners.
- the inner and outer sustaining-frames are usually prepared with perforations for receiving fastening-screws, and setup in pairs before beginning to place the rails, which are then inserted between the inner and outer frames B and B, and secured thereto by screws or otherwise.
- the effect of this is to solidify the wall, and more thoroughly interlock or dovetail the rails together therein. It also adapts the wall the better to resist any drilling operation.
- the rails of the outer course cannot be extricated from the inner course, because the heads exceed in width the spaces between them when the rails are laid with their bases contiguous.
- a very strong and durable wall may be made with the I-rails and sustaining-frames with the grouting, without the bracing-strips, or with the bracingstrips, omitting the grouting.
- the walls E of the vestibule are formed by the rails E of the front walls ofthe vault being inserted and firmly secured in the sustaining-irons at the front corners of the vault, and the junction of the vault with the vestibule is bent at right angles, forming rectangular walls, with corners at the point of continuous rails dovetailed or interlocked with each other.
- the rails for said junction are prepared for bending by cutting out the head and entire web at the point of bending, as shown in full lines in Fig. 4., for the inner rails, and by forming a slit in the same place, as shown by dotted lines in that figure, in the case of the outer rails, the base remaining whole in both instances.
- the floor and ceiling of the vestibule are formed by extending the rails of the ceiling and floor of the vault, and the central portion of the vertical web or leaf of the outer leaf-angle F at the front horizontal corners of the vault is removed to make room therefor; but the horizontal portion or leaf of such angle-iron is left whole, and runs from one outer corner to the other.
- An angle-iron frame, I is also secured upon the front face of the vestibule-wall, covering the ends of the rails.
- the depth of the vestibule may be taken as representing the thickness of the masonry with which the vaults would usually be surrounded.
- a fire-proof filling may sometimes be used in place of, or in combination with, the grouting I have described.
- a burglar-proof vault having the walls, ceiling, and floor of railroad or T rails, interlocked with each other, as described, coinvbined with a frame-work of angle-iron.
- a wall for burglar-proof vaults composed of interlocked railroad-rails, having the interstices between the rails filled with grouting, such as cement, sand, emery, 850., for the purposes specified.
- the vestibule having the walls, ceiling or roof, and the floor, one or either, formed in one. with the rails of the vault, substantially as described.
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
2SheetsSh&et 1. C. 'OPYALE.
' BURGLAR-PROOF VAULT. v No. 169,938. Patented Nov.16, 1875.
V Ea I I I 2 Sheets-Sheet 2.
c. d. Y'iaLE. BURGLAR-PRODF VAULT.
Patented Nov.16,1875.
N,PETER S, PHOTO-UTHOGRAPHEH, WASHINGTON. D C
UNITED STATES PATENT QEFIGE CHARLES 0. YALE,OF NEW YORK, N. Y.
IMPROVEMENT IN BURGLAR-PROOF V AULTS.
Specification forming part of Letters Patent No. 169,938, dated November 16, 1875; application filed July 2l,12 75.
GAsE D.
To all whom it may concern:
Be-it known that I, CHARLES O. YALE, of the city, county, and State of N ew York, have invented, made, and applied to use certain Improvements in Burglar-Proof Vaults, whereof the following is a specification:
The improvements relate to such vaults wherein railroad T-rails are used for the walls,
floor, and roof, or as a lining within a surrounding structure of masonry.
Referring to the annexed drawing of a vault embodying my invention, Figure l is a plan, showing the floor or ceiling and boundaries of the walls. Fig. 2 is a front elevation, show ing the front walls of the vault and the entrance to the vestibule. Fig. 3 is a section of the wall and floorenlarged. Fig. 4 shows the mode of preparing the rails for bending.
A suitable foundation of masonry is first prepared, and 011 this is laid, preferably in cement or mortar, the floor A of railroad or I rails, andupon that the first course of rails for the walls. The rails are placed with the feet or base outward, and the heads or tread inward, and interlocked or dovetailed with each other within the walls, floor, or ceiling, and the outer or exposed portions present plane surfaces. As the rails are placed in position they are secured by suitable sustaining. irons, which are screwed fast to the flat bases of the rails. At the corners of the structure the meeting ends of the rails are joined by mitering, and the sustaining-irons applied at those and other corners are of angle iron or steel, embracing and protecting the goings of the rails both at the horizontal andvertical corners. Where the angle-iron frame is turned around a corner, one side or edge is cut out V-shaped at the turning-point, and, after being bent at that point, the lapping portions of the adjacent sides of the V are welded together. Solid angle-iron frames are thus formed, extending entirely around the structure at different parts thereof, strengthening the corners, and protecting the seams thereat, and imparting stability to the whole. Other supports of flat bars may also be applied midway between the corners.
The inner and outer sustaining-frames are usually prepared with perforations for receiving fastening-screws, and setup in pairs before beginning to place the rails, which are then inserted between the inner and outer frames B and B, and secured thereto by screws or otherwise.
The walls, floor, and ceiling or roof composed of railroad-rails thus combined with angleiron frames are very strong. The force of blows delivered with a sledge-hammer by manual power make no impression upon it,
.and the irregular surfaces, due to the shape of the rails as they are dovetailed together, are unfavorable to any operation of drilling.
For the purpose of mutually bracing the I- rails, and strengthening the walls, 8w, hard iron or steel bracing-strips 0 (shown in crosssection in Fig. 3) are introduced between the rails as they are placed side to side; and for the best efi'ect said strips are arranged obliquely from head to head of the rails in the opposite courses thereof, and a drill, it penetrating the wall, would, on reaching them, be deflected. The inner spaces or interstices between the rails not otherwise occupied are filled with a grouting, D, such as cement and sand, or granulated emery or flint. The effect of this is to solidify the wall, and more thoroughly interlock or dovetail the rails together therein. It also adapts the wall the better to resist any drilling operation. The rails of the outer course cannot be extricated from the inner course, because the heads exceed in width the spaces between them when the rails are laid with their bases contiguous.
A very strong and durable wall may be made with the I-rails and sustaining-frames with the grouting, without the bracing-strips, or with the bracingstrips, omitting the grouting.
The walls E of the vestibule are formed by the rails E of the front walls ofthe vault being inserted and firmly secured in the sustaining-irons at the front corners of the vault, and the junction of the vault with the vestibule is bent at right angles, forming rectangular walls, with corners at the point of continuous rails dovetailed or interlocked with each other. The rails for said junction are prepared for bending by cutting out the head and entire web at the point of bending, as shown in full lines in Fig. 4., for the inner rails, and by forming a slit in the same place, as shown by dotted lines in that figure, in the case of the outer rails, the base remaining whole in both instances. The floor and ceiling of the vestibule are formed by extending the rails of the ceiling and floor of the vault, and the central portion of the vertical web or leaf of the outer leaf-angle F at the front horizontal corners of the vault is removed to make room therefor; but the horizontal portion or leaf of such angle-iron is left whole, and runs from one outer corner to the other. An angle-iron frame, I, is also secured upon the front face of the vestibule-wall, covering the ends of the rails.
The depth of the vestibule may be taken as representing the thickness of the masonry with which the vaults would usually be surrounded.
There it is necessary to use part only of the width of the rail, as in finishing ofi, one side of the base and head is removed, leaving the other side and the full web, as shown by dotted lines in Fig. 3, and where required in forming a horizontal corner, the two feet of the base are bent over at acute angles to the web, as shown at H in Fig. 3.
A fire-proof filling may sometimes be used in place of, or in combination with, the grouting I have described.
I claim as my invention- 1. A burglar-proof vault having the walls, ceiling, and floor of railroad or T rails, interlocked with each other, as described, coinvbined with a frame-work of angle-iron.
2. The combination, with such wall, ceiling, or floor of interlocked railroad or T rails, of inner bracing strips, inserted between the rails.
3. In a combination of the T-rails and bracing-strips, the arrangement of such braces obliquely from rail to rail.
4. A wall for burglar-proof vaults, composed of interlocked railroad-rails, having the interstices between the rails filled with grouting, such as cement, sand, emery, 850., for the purposes specified.
5. In combination, the interlocked rails, the inside bracing-strips between them, and the angle-iron frame-work.
6. In avault having walls composed wholly or in part of railwayT-rails, the vestibule having the walls, ceiling or roof, and the floor, one or either, formed in one. with the rails of the vault, substantially as described.
CHAS. 0. YALE. Witnesses:
EARLE H. SMITH, WILLIAM MUNCH.
Publications (1)
Publication Number | Publication Date |
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US169938A true US169938A (en) | 1875-11-16 |
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US169938D Expired - Lifetime US169938A (en) | Improvement in burglar-proof vaults |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20050154854A1 (en) * | 2004-01-09 | 2005-07-14 | International Business Machines Corporation | Method, system, and article of manufacture for reserving memory |
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0
- US US169938D patent/US169938A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20050154854A1 (en) * | 2004-01-09 | 2005-07-14 | International Business Machines Corporation | Method, system, and article of manufacture for reserving memory |
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