Earthquake Safety Protection Device
20220396964 · 2022-12-15
Inventors
Cpc classification
E06B5/10
FIXED CONSTRUCTIONS
E04H9/021
FIXED CONSTRUCTIONS
International classification
Abstract
An article of manufacture for an earthquake safety protection device (ESPD) according to the present invention is disclosed. The ESPD consists of an earthquake support pole and mating support members to create survivable space around the support pole should a room be damaged in an earthquake. The ESPD may also comprise a reinforced frame within an interior door of a building. The reinforced frame resists damage from an earthquake that may prevent the interior door from opening. Opening or removal of the inner door protected by the reinforced frame creates a means of safely exiting a room in spite of damage to the interior door and its corresponding door frame. The ESPD may also include a mechanism to prevent a mobile hospital bed from moving about a room during an earthquake.
Claims
1. An article of manufacture for providing for an earthquake safety protection device within a habitable space having a ceiling and a floor, the device comprises: an earthquake support pole having a top end positioned about the habitable ceiling of a space and a bottom end; a plurality of support members coupled to the top end of the earthquake support poles, the plurality of support members being perpendicular to the earthquake support pole and being adjacent to the ceiling; and an anchoring mechanism coupling the bottom end of the earthquake support pole to the floor.
2. The device according to claim 1, wherein the plurality of support members each have a pair of ends and a center point; and the plurality of support members are coupled to the earthquake support pole about the center point.
3. The device according to claim 1, wherein the plurality of support members each have a pair of ends and a center point; and the plurality of support members are coupled to the earthquake support pole about the one of the ends of each support member.
4. The device according to claim 3, wherein the earthquake support pole is positioned within a corner of the habitable space.
5. The device according to claim 4, wherein the earthquake support pole further comprises a handle.
6. The device according to claim 2, wherein the earthquake support pole is positioned about a center of the habitable space.
7. The device according to claim 6, wherein the earthquake support pole is further coupled to a steel table having legs in contact with the floor of the habitable space.
8. An article of manufacture for providing for an earthquake safety protection device within an egress door to a habitable space having a ceiling and a floor, the device comprises: a reinforced frame about an outer edge of the interior door to the habitable space; a reinforced inner frame about an opening in the egress door; and an inner egress door within the interior egress door secured within the reinforced inner frame.
9. The device according to claim 8, wherein the reinforced inner frame engages the reinforced frame using one or more cross members through the interior door when closed.
10. The device according to claim 8, wherein the inner egress door comprises: a swinging door component; and a locking handle for securing the swinging door component to the reinforced inner frame.
11. The device according to claim 10, wherein the swinging door component is coupled to the reinforced inner frame by one or more hinges opposite the locking handle.
12. The device according to claim 10, wherein the swinging door component is coupled to the reinforced inner frame by coupling tabs opposite the locking handle permitting the removal of the swinging door component from the reinforced inner frame.
13. The device according to claim 7, wherein the earthquake support pole further energy absorbing material between the earthquake support pole and the building foundation and anchoring material.
14. The device according to claim 13, wherein the energy absorbing material comprises a compressible material configured to dissipate the energy of the movement of the earthquake support pole relative to the building foundation and anchoring material.
15. The device according to claim 4, wherein the earthquake support pole further energy absorbing material between the earthquake support pole and the building foundation and anchoring material and between the earthquake support pole and the corner of the building in which the earthquake support pole is installed.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0022] Referring now to the drawings in which like reference numbers represent corresponding parts throughout:
[0023]
[0024]
[0025]
[0026]
[0027]
DETAILED DESCRIPTION
[0028] This application relates in general to an article of manufacture for an earthquake safety protection device (ESPD).
[0029] Various embodiments of the present invention will be described in detail with reference to the drawings, wherein like reference numerals represent like parts and assemblies throughout the several views. Reference to various embodiments does not limit the scope of the invention, which is limited only by the scope of the claims attached hereto. Additionally, any examples set forth in this specification are not intended to be limiting and merely set forth some of the many possible embodiments for the claimed invention.
[0030] In describing embodiments of the present invention, the following terminology will be used. The singular forms “a,” “an,” and “the” include plural referents unless the context clearly dictates otherwise. Thus, for example, reference to “a needle” includes reference to one or more of such needles and “etching” includes one or more of such steps. As used herein, a plurality of items, structural elements, compositional elements, and/or materials may be presented in a common list for convenience. However, these lists should be construed as though each member of the list is individually identified as a separate and unique member. Thus, no individual member of such list should be construed as a de facto equivalent of any other member of the same list solely based on their presentation in a common group without indications to the contrary. As used herein, the singular forms “a,” “an,” and “the” are intended to include the plural forms as well, unless the context clearly indicates otherwise.
[0031] It further will be understood that the terms “comprises,” “comprising,” “includes,” and “including” specify the presence of stated features, steps or components but do not preclude the presence or addition of one or more other features, steps, or components. It also should be noted that in some alternative implementations, the functions and acts noted may occur out of the order noted in the figures. For example, two figures shown in succession may in fact be executed substantially concurrently or may sometimes be executed in the reverse order, depending upon the functionality and acts involved.
[0032] As used herein, the term “about” means that dimensions, sizes, formulations, parameters, shapes and other quantities and characteristics are not and need not be exact but may be approximated and/or larger or smaller, as desired, reflecting tolerances, conversion factors, rounding off, measurement error and the like and other factors known to those of skill. Further, unless otherwise stated, the term “about” shall expressly include “exactly.”
[0033] The terms “user” and “victim” refer to an entity, e.g., a human, who is protected by an earthquake safety protection device (ESPD) according to the present invention. In a particular case, the user is one that is located within a building or other built space during an earthquake. For such a user, the terms user and victim may be used herein interchangeably.
[0034]
[0035] The earthquake support pole I 02 typically has dimensions that are long enough to run from a ceiling structure 111 to the floor 112. In some embodiments, the earthquake support pole 102 may be placed within a properly sized enclosure 113 of the floor 112 that possesses a plurality of diagonal anchoring members 122a-b with an entire anchoring mechanism being encased in concrete to provide additional support to the pole. The plurality of support members 101a-d may be coupled to the pole mechanically using fasteners such as nuts and bolts, a weld if the plurality of support members 101a-d and the earthquake support pole 102 are made of weldable metal, and other coupling techniques such as forging the pole and support members into a single structure. The plurality of support members 101a-d and the earthquake support pole 102 may be made of steel or other metals, wood, or other synthetic materials that provide sufficient strength to maintain space around the support pole when an earthquake has caused damage to the building. A toolbox 114 containing a miscellaneous tool kit, gloves, flashlight, etc. to aid individuals who may be in this area during an earthquake. The toolbox 114 is typically located near the earthquake support pole 102 near the ceiling to keep it out of the way while remaining accessible when needed.
[0036] In one embodiment, the earthquake support pole 102 may also provide an attached steel desk or tabletop 115 that may be coupled to the earthquake support pole 102. The tabletop 115 may also be positioned in other locations under the plurality of support members 101a-d. The steel desk 115 may provide additional protected space underneath its top surface for people to retreat to find additional protection from falling debris.
[0037] Additionally, the earthquake support pole 102 engages a foundation of a building and anchoring material when the earthquake support pole 102 is anchored through the floor 112 of a building and into the ground. The entire anchoring mechanism 113 consisting of a plurality of diagonal anchoring members 122a-b is typically embedded within anchoring material such as concrete, the earth below the building, and other parts of the foundation of the building into which the earthquake support pole 102 is installed.
[0038] In some embodiments, an energy absorbing material 125a-b may be placed between the earthquake support pole 102 and the building as well as between the entire anchoring mechanism 113 and the earth. When an earthquake moved the earth under the building and floor 112, this motion is translated to the building foundation as well as earthquake support pole 102 and the entire anchoring mechanism 113. By placing the energy absorbing material 125a-b between the earth and the earthquake support pole 102 and anchoring mechanism 113, the movement of the ground compresses the energy absorbing material 125a-b to reduce the force of the earthquake on the building, the building foundation, and the earthquake support pole 102 and anchoring mechanism 113.
[0039] Additionally, the plurality of diagonal anchoring members 122a-c may be encased within a small block of concrete to create a small anchor block 127. The small anchor block 127 may encase all of the plurality of diagonal anchoring members 122a-c within a common anchor block 127. Alternatively, each of the plurality of diagonal anchoring members 122a-c may be separately encased within their own respective anchor blocks (embodiment not shown). The plurality of diagonal anchoring members 122a-c are preferably encased about their ends rather than the entire plurality of diagonal anchoring members 122a-c. Of course, the plurality of diagonal anchoring members 122a-c also may not be encased at all.
[0040]
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[0042] The corner support pole 202 typically has is long enough to run from a ceiling structure 208 to the floor 206. The plurality of corner support members 201a-d may be coupled to the pole mechanically using fasteners such as nuts and bolts, a weld if the plurality of corner support members 201a-c and the corner support pole 202 are made of weldable metal, and other coupling techniques such as forging the pole and support members into a single structure. The plurality of corner support members 201a-c and the corner support pole 202 may be made of steel or other metals, wood, or other synthetic materials that provide sufficient strength to maintain space around the support pole when an earthquake has caused damage to the building.
[0043] The corner support pole 202 is anchored into the floor, building and anchoring material below the building in a manner disclosed above in reference to
[0044]
[0045]
[0046] Should the space within the building around the door 301 be damaged, the interior egress door may not safely open. If victims are located within living space behind the damaged interior egress door, these victims may be trapped in the building until they can be rescued. When the interior egress door 301 contains an earthquake escape structure 300, individuals may open the inner egress door 310 and pass through the inner reinforced frame 303. The inner egress door 310 may be coupled to the reinforced inner frame 303 using hinges 312a-b and accessed by rotating a locking handle 311 within the inner door 310. In alternate embodiments, the inner door 310 may be secured within coupling tabs in place of hinges that permit the entire inner door 310 to be removed from the reinforced frame 303 once the locking handle 311 is disengaged.
[0047] The interior egress door 301 may also be enclosed in a solid steel reinforced frame 310 in order to reinforce the space containing the door 301 as well as the inner door 310 and its inner reinforced frame 303. The inner reinforced frame may be coupled to the reinforced frame 310 when the interior egress door 301 is closed by one or more cross members 321a-b.
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[0050] It will be further understood that various changes in the details, materials, and arrangements of the parts which have been described and illustrated in order to explain embodiments of this invention may be made by those skilled in the art without departing from embodiments of the invention encompassed by the following claims.
[0051] In this specification including any claims, the term “each” may be used to refer to one or more specified characteristics of a plurality of previously recited elements or steps. When used with the open-ended term “comprising,” the recitation of the term “each” does not exclude additional, unrecited elements or steps. Thus, it will be understood that an apparatus may have additional, unrecited elements and a method may have additional, unrecited steps, where the additional, unrecited elements or steps do not have the one or more specified characteristics.