The present invention relates to elevators and, more specifically, to an elevator system structural support for providing reaction forces to bolt tension and moment forces associated with elevator components attached to a building structure.
Traditional elevator systems have machine rooms located overhead in the elevator hoistway or shaft for housing the lifting motor, drive system and various other components. The terminal ends of elevator ropes that attach overhead are typically located in the machine room. Typical machine rooms provide ample space for elevator rope termination hitches having configurations capable of supporting substantial vertical loads.
Elevator systems of the type having no machine room are limited in overhead space. Thus, machine and rope terminations located at the top of the hoistway must be designed to fit within a relatively confined area while providing support for substantial vertical loads. Such vertical loads are supported by the elevator rails or similar structures. The resultant vertical load is concentrated toward the inside of the hoistway, generally coincident with the centers of mass of the elevator car and counterweight. The resultant vertical load, therefore, causes a moment force applied to the support structures. The moment is typically reacted through tensile loading of brackets, and bolts attaching the brackets to the hoistway walls, near the top of the hoistway. Such tensile loading requires significant hoistway wall strength, thereby increasing building cost.
It is an object of the invention, therefore, to provide an elevator system having structural means to alleviate or eliminate moment loads or tensile loads resulting from the same in elevator structure connections to building structures.
It is a further object of the present invention to provide an elevator system that reduces building cost requirements by minimizing moment and tensile loads resulting from elevator structure connections.
These objects and others are achieved by the present invention elevator system.
The present invention is directed to a structural system for elevator assemblies including a horizontal compression member positioned near the top of the hoistway for reacting to inwardly directed tension loads and moment forces applied to the hoistway wall and connection components resulting from the elevator vertical load. The horizontal compression member comprises a member positioned in a compression state between mounting structures for elevator ropes and elevator machine components such that the compression member reacts and counters inwardly directed horizontal forces and resultant moment forces caused by a centralized, downward vertical load.
An elevator system (10) illustrating a horizontal compression member (12) according to the present invention is shown in
The compression member (12) according to the present invention is provided in such a manner so as to be compressed in between the vertical load bearing structures, such as the brackets (16, 18), elevator rails (20), or similar structures that suspend the vertical load. By spanning the horizontal distance between the brackets (16, 18) the compression member (12) counters the inwardly-directed tension loads in the bolts (28) that result from the moment caused by the elevator assembly vertical load.
The compression member (12) may be rigid as illustrated in
Referring to
The compression member (12) may be made from any suitable material that provides sufficient compression strength and durability, such as structural steel.
It is possible to position one or more compression members of the type described herein according to the present invention in different locations from that specifically presented herein in the preferred embodiment, while effectively countering resultant tension and moment forces caused by vertical loads. For example, in machineroom-less elevator systems, the vertical loads of the elevator machine (22) and other equipment, e.g., controllers and dead end hitches for an elevator car, are often supported by brackets attached to the elevator guide rails (20). The guide rails (20) pass the vertical loads down through the building to the pit. In this configuration, there are minimal attachments to the walls, and the moment loads are concentrated on the guide rails (20). Therefore, in this exemplary embodiment, the optimal location for the horizontal compression member (12) is between the guide rails (20) themselves.
While the preferred embodiment of the present invention has been herein disclosed and described, modification and variation may be made without departing from the scope of the presently claimed invention.
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Number | Date | Country |
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7-300285 | Nov 1995 | JP |
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Number | Date | Country | |
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20020148688 A1 | Oct 2002 | US |