CN203173635U - Installation structure of span type elevator guide rail support - Google Patents
Installation structure of span type elevator guide rail support Download PDFInfo
- Publication number
- CN203173635U CN203173635U CN 201320135876 CN201320135876U CN203173635U CN 203173635 U CN203173635 U CN 203173635U CN 201320135876 CN201320135876 CN 201320135876 CN 201320135876 U CN201320135876 U CN 201320135876U CN 203173635 U CN203173635 U CN 203173635U
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- China
- Prior art keywords
- guide rail
- angle steel
- channel
- steel
- section steel
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- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The utility model discloses an installation structure of a span type elevator guide rail support. The installation structure comprises angle steel, channel steel and a plurality of guide rail supports, wherein the angle steel is fixed on each concrete ring beam and is arranged in pairs, the channel steel is fixed among the angle steel arranged in pairs and at corresponding positions of the concrete ring beams, and the guide rail supports are arranged on the channel steel and are distributed at intervals in the length direction of the channel steel. In the installation structure of the guide rail support, the angle steel is fixed on the concrete ring beams, then the channel steel is fixed on the angle steel, the channel steel is connected with the guide rail supports finally, and therefore the distance between each two adjacent guide rail supports is less than or equal to 3m, and standard requirements of an elevator are met. According to the installation structure, the size of the distance between each two ring beams does not need to be considered. The installation structure is suitable for installation of the guide rail supports under the condition of too long distance between each two adjacent ring beams.
Description
Technical field
The utility model relates to a kind of mounting structure of span formula guide rail bracket of elevator.
Background technology
In the prior art, guide rail bracket of elevator is directly installed on the hoistway cement concrete collar tie beam, in the elevator standard, have maxim (3 meters) to require to the spacing between the adjacent rails support, namely the spacing to adjacent collar tie beam has maxim to require, but some building is when building, hoistway adjacent turn beam spacing can be long, surpass maxim, and rail brackets can't be installed on the brick wall, causes the installation of rail brackets to encounter difficulties like this.
Summary of the invention
The purpose of this utility model provides a kind of mounting structure of span formula guide rail bracket of elevator, can carry out the installation of rail brackets smoothly by this mounting structure when the adjacent turn beam spacing surpasses maxim.
For achieving the above object, the technical solution adopted in the utility model is: a kind of mounting structure of span formula guide rail bracket of elevator, comprise the multiple tracks cement concrete collar tie beam that is intervally arranged along the above-below direction of elevator hoistways, described mounting structure also comprises the paired angle steel that is fixed on the described cement concrete collar tie beam of per pass, be fixed on the channel-section steel between the paired angle steel of multiple tracks cement concrete collar tie beam correspondence position, the a plurality of rail bracketses that are contained on the described channel-section steel and are intervally arranged along the length direction of this channel-section steel, the length direction of described channel-section steel extends along the above-below direction of described hoistway, and the spacing of adjacent two described rail bracketses is less than or equal to 3 meters.
During concrete enforcement, described paired angle steel is back to setting, a limit of each angle steel all is fixed on the described cement concrete collar tie beam by expansion bolt in this paired angle steel, be connected with the leg limit of described channel-section steel on another of this paired angle steel limit by welding or bolt, described rail brackets is installed on the waist limit of described channel-section steel.
Because the utilization of technique scheme, the utility model compared with prior art has following advantage: in the mounting structure of rail brackets, be fixed on the cement concrete collar tie beam by angle steel, fixing channel-section steel again on the angle steel, connect rail brackets on the channel-section steel again, make the spacing of adjacent two rail bracketses be less than or equal to 3 meters, meet the elevator standard requirement, need not to consider the problem of collar tie beam spacing size can be applicable to the installation of the long situation lower guideway of collar tie beam spacing support by this mounting structure.
Description of drawings
Accompanying drawing 1 is scheme drawing of the present utility model.
The specific embodiment
Further set forth structure of the present utility model below in conjunction with accompanying drawing.
Referring to shown in Figure 1, a kind of mounting structure of span formula guide rail bracket of elevator, comprise twice shown in the multiple tracks cement concrete collar tie beam 1(figure that is intervally arranged along the above-below direction of elevator hoistways), be fixed on the paired angle steel 2 on the per pass cement concrete collar tie beam 1, be fixed on the channel-section steel 3 between the paired angle steel 2 of multiple tracks cement concrete collar tie beam 1 correspondence position, only show one among a plurality of rail brackets 4(figure that are contained on the channel-section steel 3 and are intervally arranged along the length direction of this channel-section steel 3), the length direction of channel-section steel 3 extends along the above-below direction of hoistway, the spacing of adjacent two rail bracketses 4 is less than or equal to 3 meters, has satisfied the requirement of elevator standard like this.
In Fig. 1, angle steel 2 is back to setting in pairs, a limit of each angle steel 2 all is fixed on the cement concrete collar tie beam 1 by expansion bolt 5 in this paired angle steel 2, is connected with the leg limit of channel-section steel 3 on another limit of this paired angle steel 2 by welding or bolt, and rail brackets 4 is installed on the waist limit of channel-section steel 3.Even the spacing H2 of adjacent like this twice cement concrete collar tie beam 1 has surpassed maxim, still can meet the installation of the rail brackets of elevator standard requirement smoothly by this mounting structure, the spacing of mounted rail brackets is less than or equal to 3 meters of maxims.For cage guide is installed smoothly, rail brackets requires there are two groups, and every group of rail brackets has a plurality of rail bracketses, and every group of rail brackets all adopts this mounting structure, and as shown in Figure 1, this mounting structure can be applicable to the long hoistway of collar tie beam spacing H2.
Claims (2)
1. the mounting structure of a span formula guide rail bracket of elevator, comprise the multiple tracks cement concrete collar tie beam that is intervally arranged along the above-below direction of elevator hoistways, it is characterized in that: the channel-section steel between the paired angle steel that described mounting structure also comprises the paired angle steel that is fixed on the described cement concrete collar tie beam of per pass, be fixed on multiple tracks cement concrete collar tie beam correspondence position, a plurality of rail bracketses that are contained on the described channel-section steel and are intervally arranged along the length direction of this channel-section steel, the length direction of described channel-section steel extends along the above-below direction of described hoistway, and the spacing of adjacent two described rail bracketses is less than or equal to 3 meters.
2. the mounting structure of a kind of span formula guide rail bracket of elevator according to claim 1, it is characterized in that: described paired angle steel is back to setting, a limit of each angle steel all is fixed on the described cement concrete collar tie beam by expansion bolt in this paired angle steel, be connected with the leg limit of described channel-section steel on another of this paired angle steel limit by welding or bolt, described rail brackets is installed on the waist limit of described channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320135876 CN203173635U (en) | 2013-03-22 | 2013-03-22 | Installation structure of span type elevator guide rail support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320135876 CN203173635U (en) | 2013-03-22 | 2013-03-22 | Installation structure of span type elevator guide rail support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203173635U true CN203173635U (en) | 2013-09-04 |
Family
ID=49070369
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320135876 Withdrawn - After Issue CN203173635U (en) | 2013-03-22 | 2013-03-22 | Installation structure of span type elevator guide rail support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203173635U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103130068A (en) * | 2013-03-22 | 2013-06-05 | 苏州富士电梯有限公司 | Installation structure of span-type elevator guiding rail support frame |
| CN104401839A (en) * | 2014-11-07 | 2015-03-11 | 康力电梯股份有限公司 | U-shaped elevator guide rail bracket |
-
2013
- 2013-03-22 CN CN 201320135876 patent/CN203173635U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103130068A (en) * | 2013-03-22 | 2013-06-05 | 苏州富士电梯有限公司 | Installation structure of span-type elevator guiding rail support frame |
| CN103130068B (en) * | 2013-03-22 | 2015-12-16 | 苏州富士电梯有限公司 | A kind of mounting structure of span formula guide rail bracket of elevator |
| CN104401839A (en) * | 2014-11-07 | 2015-03-11 | 康力电梯股份有限公司 | U-shaped elevator guide rail bracket |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130904 Effective date of abandoning: 20151216 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20130904 Effective date of abandoning: 20151216 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |