CN103130068A - Installation structure of span-type elevator guiding rail support frame - Google Patents
Installation structure of span-type elevator guiding rail support frame Download PDFInfo
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- CN103130068A CN103130068A CN2013100950917A CN201310095091A CN103130068A CN 103130068 A CN103130068 A CN 103130068A CN 2013100950917 A CN2013100950917 A CN 2013100950917A CN 201310095091 A CN201310095091 A CN 201310095091A CN 103130068 A CN103130068 A CN 103130068A
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- rail support
- guiding rail
- span
- steel
- support frame
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- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The invention discloses an installation structure of a span-type elevator guiding rail support frame. The installation structure of the span-type elevator guiding rail support frame comprises pairing angle steels, a groove steel and a plurality of guiding rail support frames. The pairing angle steel is fixed on each concrete ring beam. The groove steel is fixed among the paring steels on the corresponding position of multiple concrete ring beams. The plurality of the guiding rail support frames are installed on the groove steel and are configurated along the length direction of the steel groove at intervals. According to the installation structure of the guiding rail support frame, the pairing angle steels are fixed on the concrete ring beam, the groove steel is fixed in the pairing angle steels, the guiding rail support frames are connected with the groove steel, thus a gap between the two adjacent guiding rail support frames is smaller than or equal to 3 meters. The installation structure of the span-type elevator guiding rail support frame conforms to the standard requirements of the elevator. According to the installation structure of the span-type elevator guiding rail support frame, the problem of the size of the gap of the ring beam is not needed to be taken into account. The installation structure of the span-type elevator guiding rail support frame can be suitable for the installation of the guiding rail support frames under the condition that the gap of the ring beam is too long.
Description
Technical field
the present invention relates to a kind of mounting structure of span formula guide rail bracket of elevator.
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Background technology
in prior art, guide rail bracket of elevator is directly installed on hoistway cement concrete collar tie beam, in elevator standard, to the spacing between the adjacent rails support, there is maxim (3 meters) to require, to the spacing of adjacent collar tie beam, have maxim to require, but some building is when the building, hoistway adjacent turn beam spacing can be long, surpass maxim, and rail brackets can't be arranged on brick wall, causes like this installation of rail brackets to encounter difficulties.
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Summary of the invention
the mounting structure that the purpose of this invention is to provide a kind of span formula guide rail bracket of elevator can carry out smoothly the installation of rail brackets by this mounting structure when the adjacent turn beam spacing surpasses maxim.
for achieving the above object, the technical solution used in the present invention is: a kind of mounting structure of span formula guide rail bracket of elevator, comprise the multiple tracks cement concrete collar tie beam be intervally arranged along the above-below direction of elevator hoistways, described mounting structure also comprises the paired angle steel be 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, a plurality of rail bracketses that are contained on 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, 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, in this paired angle steel, a limit of each angle steel all is fixed on described cement concrete collar tie beam by expansion bolt, 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 arranged on the waist limit of described channel-section steel.
utilization due to technique scheme, the present invention compared with prior art has following advantages: in the mounting structure of rail brackets, by angle steel, be fixed on the cement concrete collar tie beam, fixing channel-section steel again on angle steel, connection guide rail support again on channel-section steel, make the spacing of adjacent two rail bracketses be less than or equal to 3 meters, meets the elevator standard requirement, without the problem of considering 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.
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The accompanying drawing explanation
accompanying drawing 1 is schematic diagram of the present invention.
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The specific embodiment
further set forth structure of the present invention below in conjunction with accompanying drawing.
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 be intervally arranged along the above-below direction of elevator hoistways), be fixed on the paired angle steel 2 on 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 in a plurality of rail brackets 4(figure that are contained on 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, met like this requirement of elevator standard.
in Fig. 1, angle steel 2 is back to setting in pairs, in this paired angle steel 2, a limit of each angle steel 2 all is fixed on cement concrete collar tie beam 1 by expansion bolt 5, 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 arranged 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 be met smoothly the installation of the rail brackets of elevator standard requirement by this mounting structure, the spacing of mounted rail brackets is less than or equal to 3 meters of maxims.For smooth lift-mounting guide rail, 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 be 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 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, in this paired angle steel, a limit of each angle steel all is fixed on described cement concrete collar tie beam by expansion bolt, 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 arranged on the waist limit of described channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310095091.7A CN103130068B (en) | 2013-03-22 | 2013-03-22 | A kind of mounting structure of span formula guide rail bracket of elevator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310095091.7A CN103130068B (en) | 2013-03-22 | 2013-03-22 | A kind of mounting structure of span formula guide rail bracket of elevator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103130068A true CN103130068A (en) | 2013-06-05 |
| CN103130068B CN103130068B (en) | 2015-12-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310095091.7A Active CN103130068B (en) | 2013-03-22 | 2013-03-22 | A kind of mounting structure of span formula guide rail bracket of elevator |
Country Status (1)
| Country | Link |
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| CN (1) | CN103130068B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113955605A (en) * | 2021-10-26 | 2022-01-21 | 中建八局天津建设工程有限公司 | Method for improving and installing guide rail of existing elevator shaft |
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| JPH08324918A (en) * | 1995-05-26 | 1996-12-10 | Matsushita Electric Works Ltd | Structure of elevator |
| WO2005081734A2 (en) * | 2004-02-19 | 2005-09-09 | Otis Elevator Company | Elevator rail support bracket |
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| CN101837918A (en) * | 2010-05-28 | 2010-09-22 | 江南嘉捷电梯股份有限公司 | Fixing structure of guide rail bracket of elevator |
| CN201737569U (en) * | 2010-08-20 | 2011-02-09 | 康力电梯股份有限公司 | Elevator |
| CN201999605U (en) * | 2011-01-30 | 2011-10-05 | 中建三局建设工程股份有限公司 | Construction elevator applied to top mould system |
| CN102344074A (en) * | 2011-06-28 | 2012-02-08 | 苏州新达电扶梯部件有限公司 | Guide rail support frame for elevator car |
| CN202245617U (en) * | 2011-01-04 | 2012-05-30 | 张向阳 | Elevator well wall assembled by adopting combined type derricks |
| CN102936932A (en) * | 2012-11-23 | 2013-02-20 | 武汉理工大学 | Combined wall with angle steel keel combined with light concrete |
| CN203173635U (en) * | 2013-03-22 | 2013-09-04 | 苏州富士电梯有限公司 | Installation structure of span type elevator guide rail support |
-
2013
- 2013-03-22 CN CN201310095091.7A patent/CN103130068B/en active Active
Patent Citations (13)
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|---|---|---|---|---|
| JPH04116080A (en) * | 1990-09-04 | 1992-04-16 | Mitsubishi Electric Corp | Erecting method for elevator rail |
| US5475961A (en) * | 1992-03-27 | 1995-12-19 | National Gypsum Company | Vertical post assembly |
| US5316108A (en) * | 1992-09-04 | 1994-05-31 | Inventio Ag | Apparatus for attaching elevator guide rails to elevator shaft walls |
| JPH08324918A (en) * | 1995-05-26 | 1996-12-10 | Matsushita Electric Works Ltd | Structure of elevator |
| WO2005081734A2 (en) * | 2004-02-19 | 2005-09-09 | Otis Elevator Company | Elevator rail support bracket |
| CN1760486A (en) * | 2004-10-15 | 2006-04-19 | 罗进南 | Slot opening building blocks or bricks as well as light shear wall and related building, and construction method |
| CN101837918A (en) * | 2010-05-28 | 2010-09-22 | 江南嘉捷电梯股份有限公司 | Fixing structure of guide rail bracket of elevator |
| CN201737569U (en) * | 2010-08-20 | 2011-02-09 | 康力电梯股份有限公司 | Elevator |
| CN202245617U (en) * | 2011-01-04 | 2012-05-30 | 张向阳 | Elevator well wall assembled by adopting combined type derricks |
| CN201999605U (en) * | 2011-01-30 | 2011-10-05 | 中建三局建设工程股份有限公司 | Construction elevator applied to top mould system |
| CN102344074A (en) * | 2011-06-28 | 2012-02-08 | 苏州新达电扶梯部件有限公司 | Guide rail support frame for elevator car |
| CN102936932A (en) * | 2012-11-23 | 2013-02-20 | 武汉理工大学 | Combined wall with angle steel keel combined with light concrete |
| CN203173635U (en) * | 2013-03-22 | 2013-09-04 | 苏州富士电梯有限公司 | Installation structure of span type elevator guide rail support |
Non-Patent Citations (1)
| Title |
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| 张勇: "谈谈电梯导轨选型及支架间距的意义", 《2009海峡两岸机械科技论坛论文集》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113955605A (en) * | 2021-10-26 | 2022-01-21 | 中建八局天津建设工程有限公司 | Method for improving and installing guide rail of existing elevator shaft |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103130068B (en) | 2015-12-16 |
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Effective date of registration: 20180503 Address after: 215122 28 Weixin Road, Suzhou Industrial Park, Suzhou, Jiangsu Patentee after: Jiangnan Jiajie Lift Co., Ltd., Jiangsu Address before: 215122 No. 718 Ting Ting Road, Suzhou Industrial Park, Jiangsu Patentee before: Suzhou Fushi Elevator Co., Ltd. |