# US 10,479,652 B2 · Lateral damping and intermediate support for escalators and moving walks in seismic events > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 10,479,652 B2 - Document ID: US10479652B2 - Status: Granted - Kind: B2 - Application number: 15/129,951 - Filed: 2015-03-26 - Published: 2017-06-22 - Granted: 2019-11-19 - Earliest claimed: 2014-03-28 - Assignees: Inventio AG - Applicants: Inventio AG - Inventors: David Evans; David Krampl; Michael Matheisl - Web page: https://patentgrep.com/patent/US10479652B2 ## CPC - B66B 23/00: Component parts of escalators or moving walkways - B66B: ELEVATORS; ESCALATORS OR MOVING WALKWAYS ({apparatus for raising or lowering persons on theatrical stages or the like A63J5/12} ; funicular railbound systems with rigid ground-supported tracks and cable traction, e.g. cliff railways, B61B9/00; arrangements of ammunition handlers in vessels B63G3/00; hoists, lifts, or conveyors for loading or unloading in general B65G; braking or detent devices controlling normal movements of winding drums or barrels B66D; ship-lifting devices E02C; garages for many vehicles with mechanical means for lifting vehicles E04H6/12; hoists for feeding ammunition or projectiles to launching apparatus or to loading mechanisms F41A9/00) ## Abstract An intermediate support structure for an escalator or moving walk having a dampening device with slots formed therein allowing a supported escalator truss to be free to move laterally to accommodate lateral displacement caused by story drift during an earthquake or seismic event. ## Claims ### Claim 1 A support structure for an escalator or a moving walk comprising: a truss support having lateral slots formed therein; an intermediate vertical member having a first end and a second end, the intermediate vertical member being connected at the first end to the truss support through the lateral slots of the truss support and to a building support at the second end such that once a predetermined coefficient of friction between the intermediate vertical member and the truss support is overcome, the truss support is free to move laterally with respect to the intermediate vertical member; wherein the truss support includes a first fixed plate on a bottom side of a bottom portion of the truss support and a second fixed plate on a top side of the bottom portion, wherein a first sliding plate is attached to the first fixed plate and is connected to the intermediate vertical member, and wherein a second sliding plate is attached to the second fixed plate and is connected to the intermediate vertical member; and side posts arranged at each lateral end of the truss support, wherein the side posts bear vertical forces acting on the support structure, and further comprising plate bearings below the side posts to allow lateral movement of the side posts relative to the building support. ### Claim 2 (depends on 1) The support structure according to claim 1 wherein the second end of the intermediate vertical member is connected to the building support between two resilient buffers. ### Claim 3 (depends on 1) The support structure according to claim 1 wherein the second end of the intermediate vertical member is connected to the building support between two angle brackets. ### Claim 4 (depends on 1) The support structure according to claim 1 wherein the first end of the intermediate vertical support member includes a foot attached thereto, the foot being connected to the first sliding plate by connecting screws extending through the first sliding plate and the lateral slots. ### Claim 5 (depends on 4) The support structure according to claim 4 wherein the second sliding plate is connected by the connecting screws. ### Claim 6 (depends on 1) The support structure according to claim 1 wherein the truss support comprises an “I” beam structure. ### Claim 7 (depends on 1) The support structure according to claim 1 wherein the first and second sliding plates are connected by connecting screws. ### Claim 8 (depends on 7) The support structure according to claim 7 wherein the connecting screws are screwed to a tightening torque of between about 40 Nm and 80 Nm. ### Claim 9 (depends on 1) The support structure according to claim 1 wherein the sliding plates are made of stainless steel, brass, copper, PTFE coated sheet materials, or white metal. ### Claim 10 A support structure for an escalator or a moving walk comprising: a truss support having lateral slots formed therein; at least one pair of sliding plates, the sliding plates having holes formed therein; an intermediate vertical member having a first end and a second end, the first end including a foot and the second end being connected to a building support; and at least two connecting screws wherein the intermediate vertical member foot is connected to the sliding plates by the connecting screws through the holes, and connected to the truss support through the lateral slots and wherein the connecting screws are connected such that once a predetermined coefficient of friction is overcome, the truss support is free to move laterally with respect to the intermediate vertical member, and wherein the second end of the intermediate vertical member is connected to the building support between two resilient buffers. ### Claim 11 (depends on 10) The support structure according to claim 10 wherein the resilient buffers are made of rubber. ### Claim 12 (depends on 10) The support structure according to claim 10 wherein the second end of the intermediate vertical member is connected to the building support between two angle brackets. ### Claim 13 (depends on 10) The support structure according to claim 10 wherein the connecting screws are screwed to a tightening torque of between about 40 Nm and 80 Nm. ### Claim 14 (depends on 10) The support structure according to claim 10 wherein the sliding plates are made of stainless steel, brass, copper, PTFE coated sheet materials, or white metal. ### Claim 15 A support structure for an escalator or a moving walk comprising: a truss support having lateral slots formed therein; at least one pair of sliding plates, the sliding plates having holes formed therein; an intermediate vertical member having a first end and a second end, the first end including a foot and the second end being connected to a building support between two resilient buffers and two angle brackets; and at least two connecting screws wherein the intermediate vertical member foot is connected to the sliding plates by the connecting screws through the holes, and connected to the truss support through the lateral slots and wherein the connecting screws are connected such that once a predetermined coefficient of friction is overcome, the truss support is free to move laterally with respect to the intermediate vertical member.