Anti-seismic complete fixing structure for end support of escalator or moving sidewalk

By using side limit angle steel and end limit angle steel in the end support structure of escalators or automatic sidewalks for complete fixation, and adjusting the height by tightening bolts and small pads, the earthquake resistance and wind load resistance in the prior art is solved. The problems of insufficient and high installation complexity and cost achieve the effect of easy installation and wide applicability.

CN222249669UActive Publication Date: 2024-12-27CANNY ELEVATOR
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Patent Information

Application Number
CN202420808307.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-18
Publication Date
2024-12-27
Estimated Expiration
2034-04-18

AI Technical Summary

Technical Problem

The existing escalator or automatic sidewalk end supports fewer seismic-resistant and fully fixed structures, and are complex and costly, unable to effectively resist wind loads and seismic effects, and height adjustment is difficult.

Method used

Adopt a structure including end support, embedded steel plate, rubber pad, tightening bolt, small pad, side limit angle steel and end surface limit angle steel, and end surface limit angle steel to end support members through side limit angle steel and end surface limit angle steel Completely fixed, limit its horizontal and vertical movement, and adjust the height by tightening bolts and small pads, achieving easy installation and wide applicability.

Benefits of technology

It realizes effective resistance to wind loads and seismic effects, prevents the truss from swinging left and right to cause harm to passengers, reduces installation costs, and is adjustable in height, suitable for different earthquake levels and wind load conditions.

✦ Generated by Eureka AI based on patent content.

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Abstract

The anti-seismic complete fixing structure comprises an end supporting piece and a pre-embedded steel plate, the end supporting piece comprises a connecting part and an extending part, a rubber cushion plate is arranged on the upper surface of the pre-embedded steel plate, a bottom plate is arranged on the upper surface of the rubber cushion plate, a fastening bolt is arranged on the extending part, and the connecting part is connected with the bottom plate. The bottoms of the fastening bolts abut against the bottom plate, small gaskets which are selectable in number and placed in a stacked mode are arranged between the bottom plate and the extending part, side face limiting angle steel connected with the embedded steel plate is arranged on the two sides of the extending part, and the side face limiting angle steel is used for limiting the extending part to move in the width direction of the escalator or the moving sidewalk. End face limiting angle steel connected with the embedded steel plate is arranged at one end of the extending part, and the extending part abuts against the end face limiting angle steel. Movement of the end supporting pieces in the horizontal direction and the vertical direction is limited, so that additional damage to passengers caused by left-right swing of the truss under the earthquake effect is prevented, installation is convenient, and applicability is wide.
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Description

Technical Field

[0001] The utility model relates to the technical field of escalators, in particular to an anti-seismic fully fixed structure of an end support of an escalator or a moving walkway. Background Art

[0002] In the prior art, there are few fully fixed structures for the end supports of escalators that are earthquake-resistant. There are many end support structures that take earthquakes into consideration, but there are few end support structures that take wind loads into consideration. Some end supports can be fully fixed, but the structure is complex and the height cannot be adjusted. The depth dimension of the end platform is required to be error-free, which is difficult to achieve in actual situations. Some end supports can be fully fixed, but gaskets need to be inserted by lifting to adjust the height of the end support, which is troublesome to install and has a high installation cost. Utility Model Content

[0003] In view of the above-mentioned technical problems, the purpose of the utility model is to provide a seismic-resistant fully fixed structure for the end supports of an escalator or moving walkway, which is easy to install and has wide applicability.

[0004] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0005] A seismic-resistant fully fixed structure for end supports of an escalator or a moving walkway, comprising an end support connected to the escalator or the moving walkway and an embedded steel plate connected to the surface of a building, wherein the end support comprises a connecting portion and an extending portion, wherein the connecting portion is connected to the end of the escalator or the moving walkway, wherein the extending portion extends in a horizontal direction, wherein a rubber pad is arranged on the upper surface of the embedded steel plate, wherein a bottom plate is arranged on the upper surface of the rubber pad, wherein a fixing bolt is arranged on the extending portion, wherein the bottom of the fixing bolt abuts against the bottom plate, wherein the spacing between the bottom plate and the extending portion changes when the fixing bolt is rotated, wherein an optional number of stacked small pads are arranged between the bottom plate and the extending portion, wherein side limiting angle steels connected to the embedded steel plate are arranged on both sides of the extending portion, wherein the side limiting angle steels are used to limit the movement of the extending portion in the width direction of the escalator or the moving walkway, wherein an end face limiting angle steel connected to the embedded steel plate is arranged at one end of the extending portion away from the escalator or the moving walkway, wherein the extending portion abuts against the end face limiting angle steel.

[0006] Preferably, one end of the extension portion away from the escalator or moving walkway extends to the outside of the rubber pad and the bottom plate.

[0007] Preferably, the small pad is provided with an avoidance notch for avoiding the fixing bolt.

[0008] Preferably, the side limiting angle steel is connected to the end support member by welding.

[0009] Preferably, the end face limiting angle steel is connected to the extension portion by welding.

[0010] Preferably, the small pad is rectangular or irregular in shape.

[0011] Due to the application of the above technical solution, the utility model has the following advantages compared with the prior art:

[0012] The earthquake-resistant fully fixed structure of the end support of the escalator or moving walk of the utility model uses side limiting angle steels and end limiting angle steels to completely fix the end support parts, limit the movement of the end support parts in the horizontal and vertical directions to resist wind loads or earthquakes, and limit the left and right displacement under the action of earthquakes to prevent the left and right swing of the truss under the action of earthquakes from causing additional damage to passengers. The end support height is adjustable, and the extension part is lifted by tightening bolts, and a small pad is inserted to adjust the height, thereby avoiding the insertion of gaskets by lifting, saving installation costs; the installation is convenient, and only simple on-site operations are required. Regardless of whether it is an escalator or a moving walkway, wind load or earthquake, frequent earthquakes or rare earthquakes, the solution can be used, which is convenient to install and has wide applicability. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] The technical solution of the utility model is further described below in conjunction with the accompanying drawings:

[0014] Attached Figure 1 A side view of the seismic-resistant fully fixed structure of the end support of the escalator or moving walkway of the utility model;

[0015] Attached Figure 2 It is a front view of the earthquake-resistant fully fixed structure of the end support of the escalator or moving walkway of the utility model;

[0016] Attached Figure 3 A side view of another embodiment of the earthquake-resistant fully fixed structure of the end support of the escalator or moving walkway of the utility model;

[0017] Attached Figure 4 It is a front view of another embodiment of the earthquake-resistant fully fixed structure of the end support of the escalator or moving walkway of the utility model.

[0018] Among them: 1. Rubber pad; 2. Bottom plate; 3. Small pad; 4. Tightening bolts; 5. Side limit angle steel; 6. End support; 61. Connecting part; 62. Extension part; 63. Reinforcement; 7. Embedded steel plate; 8. End face limit angle steel. DETAILED DESCRIPTION

[0019] The preferred embodiments of the present invention are described in detail below in conjunction with the accompanying drawings so that the advantages and features of the present invention can be more easily understood by those skilled in the art, thereby making a clearer and more definite definition of the protection scope of the present invention.

[0020] It should be noted that when a component is referred to as being "fixed to" another component, it may be directly on the other component or there may also be a component centered. When a component is considered to be "connected to" another component, it may be directly connected to the other component or there may also be a component centered. When a component is considered to be "set on" another component, it may be directly set on the other component or there may also be a component centered. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only.

[0021] As attached Figure 1 , Attachment Figure 2 The utility model shows a completely seismic-resistant fixed structure of the end support of an escalator or moving walkway, including an end support 6 connected to the escalator or moving walkway and an embedded steel plate 7 connected to the surface of the building. The end support 6 includes a connecting portion 61 and an extending portion 62. The connecting portion 61 is connected to the end of the escalator or moving walkway, and the extending portion 62 extends in the horizontal direction. A rubber pad 1 is installed on the upper surface of the embedded steel plate 7. The rubber pad 1 is used to reduce the impact of the escalator vibration on the building, and can also play a role in partial shock absorption and vibration isolation in earthquake conditions. A bottom plate 2 is installed on the upper surface of the rubber pad 1. The bottom plate 2 can be one piece or several pieces, which can be adjusted according to actual conditions. The extension part 62 is connected with a fixing bolt 4, the bottom of the fixing bolt 4 abuts against the bottom plate 2, and the extension part 62 is lifted up. When the fixing bolt 4 is rotated, the distance between the bottom plate 2 and the extension part 62 changes. An optional number of stacked small pads 3 are placed between the bottom plate 2 and the extension part 62. The small pads 3 are used to adjust the end support height. The bottom plate 2 is used to support the fixing bolts 4 when adjusting the height. The height of the extension part 61 is adjusted by the fixing bolts 4 during installation. After the height is adjusted to the right position, the small pads 3 are inserted between the bottom plate 2 and the extension part 62. The number of small pads 3 is determined according to the required height adjustment of the end support. More pads, fewer pads, or even no pads can be inserted. After the small pads 3 are inserted, the fixing bolts can be loosened or directly removed to complete the height adjustment of the end support.

[0022] The two sides of the extension part 62 are provided with side limiting angle steels 5 connected to the embedded steel plate 7. The side limiting angle steels 5 are used to limit the movement of the extension part 62 along the width direction of the escalator or moving walkway. The end of the extension part 62 away from the escalator or moving walkway is provided with an end limiting angle steel 8 connected to the embedded steel plate 7. The extension part 62 abuts against the end limiting angle steel 8 to limit the translation of the end support 6. The end of the extension part 62 away from the escalator or moving walkway extends to the outside of the rubber pad 1 and the bottom plate 2, so that the extension part 62 can directly abut against the end limiting angle steel 8 to reduce the error. The side limiting angle steels 5 and the end limiting angle steels 8 completely fix the end support 6, limiting the horizontal and vertical movement of the end support 6 to resist wind loads or earthquakes to avoid additional damage to passengers.

[0023] In this embodiment, the side limiting angle steel 5 is welded to the end support member 6, and the end limiting angle steel 8 is welded to the extension portion 62. After adjusting the height of the end support member 6, the end support member 6 can be completely fixed by welding the side limiting angle steel 5 and the end limiting angle steel 8. In other embodiments, the side limiting angle steel 5 and the end limiting angle steel 8 may not be welded. The specifications and quantity of the side limiting angle steel 5 and the end limiting angle steel 8 can be determined according to the earthquake level or wind load.

[0024] The small pad 3 is rectangular or irregular in shape, and has an avoidance notch for avoiding the fixing bolt 4 .

[0025] When used for ordinary single-truss or double-truss escalators or moving walks, if attached Figure 1 , Attachment Figure 2 As shown, the extension part 62 of the end support member 6 is connected to the top of the connecting part 61, and the extension part 62 and the connecting part 61 are integrally formed, and the overall structure is simpler to implement the function. When used for a large-span single-truss or double-truss escalator or moving walkway, as shown in the attached Figure 3 , Attachment Figure 4 As shown, the extension portion 62 of the end support member 6 is welded to the middle portion of the connecting portion 61, and a plurality of reinforcing members 63 connected to the connecting portion 61 are welded to the upper surface of the extension portion 62, so that the strength is higher and the structure is more stable.

[0026] The anti-seismic fully fixed structure of the end support of the escalator or moving walk of the utility model has a simple structure, good integrity, ordinary materials, low cost, can resist wind load, and can be used for earthquake resistance, and can adapt to different countries and regions, earthquakes of different levels. The side limit angle steel 5 and the end limit angle steel 8 completely fix the end support 6, limit the horizontal and vertical movement of the end support 6 to resist wind load or earthquake action, limit the left and right displacement under the action of earthquake, and prevent the truss from swinging left and right under the action of earthquake to cause additional damage to passengers. The end support height is adjustable, and the extension part 62 is lifted by the tightening bolt 4, and the small pad 3 is inserted to adjust the height, avoiding the insertion of the gasket by lifting, saving installation cost; it is easy to install, and only simple on-site operation is required. Whether it is an escalator or a moving walkway, wind load or earthquake, frequent earthquake or rare earthquake, this solution can be used, and it has wide applicability.

[0027] The above description is only an embodiment of the present invention, and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made using the contents of the present invention specification, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A seismic-resistant fully fixed structure for end supports of an escalator or moving walkway, characterized in that: The invention relates to an end support member connected to an escalator or a moving walkway and an embedded steel plate connected to the surface of a building, wherein the end support member comprises a connecting portion and an extending portion, wherein the connecting portion is connected to the end of the escalator or the moving walkway, and the extending portion extends in a horizontal direction, a rubber pad is arranged on the upper surface of the embedded steel plate, a bottom plate is arranged on the upper surface of the rubber pad, a fixing bolt is arranged on the extending portion, the bottom of the fixing bolt abuts against the bottom plate, and the spacing between the bottom plate and the extending portion changes when the fixing bolt is rotated, and an optional number of stacked small pads are arranged between the bottom plate and the extending portion, side limiting angle steels connected to the embedded steel plate are arranged on both sides of the extending portion, and the side limiting angle steels are used to limit the extension portion from moving in the width direction of the escalator or the moving walkway, and an end face limiting angle steel connected to the embedded steel plate is arranged at one end of the extending portion away from the escalator or the moving walkway, and the extending portion abuts against the end face limiting angle steel.

2. The seismic-resistant fully fixed structure of the end support of an escalator or moving walkway according to claim 1, characterized in that: The end of the extension portion away from the escalator or moving walkway extends to the outer sides of the rubber pad and the bottom plate.

3. The seismic-resistant fully fixed structure of the end support of an escalator or moving walkway according to claim 1, characterized in that: The small pad is provided with a avoiding notch for avoiding the fixing bolt.

4. The seismic-resistant fully fixed structure of the end support of an escalator or moving walkway according to claim 1, characterized in that: The side limiting angle steel is connected to the end support member by welding.

5. The seismic-resistant fully fixed structure of the end support of an escalator or moving walkway according to claim 1, characterized in that: The end face limiting angle steel is connected to the extension portion by welding.

6. The seismic-resistant fully fixed structure of the end support of an escalator or moving walkway according to claim 1, characterized in that: The small pad is rectangular.