CN103130068B - A kind of mounting structure of span formula guide rail bracket of elevator - Google Patents
A kind of mounting structure of span formula guide rail bracket of elevator Download PDFInfo
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- CN103130068B CN103130068B CN201310095091.7A CN201310095091A CN103130068B CN 103130068 B CN103130068 B CN 103130068B CN 201310095091 A CN201310095091 A CN 201310095091A CN 103130068 B CN103130068 B CN 103130068B
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- channel
- section steel
- tie beam
- collar tie
- angle steel
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Abstract
<b> the invention discloses a kind of mounting structure of span formula guide rail bracket of elevator, comprise the paired angle steel be fixed on per pass cement concrete collar tie beam, channel-section steel between the paired angle steel being fixed on multiple tracks cement concrete collar tie beam correspondence position, be contained in the multiple rail bracketses be intervally arranged on channel-section steel and along the length direction of this channel-section steel, </b><bGreatT.Gre aT.GT is in the mounting structure of rail brackets, be fixed on </b><bGreatT.Gre aT.GT cement concrete collar tie beam by angle steel, angle steel fixes channel-section steel again, connection guide rail support again on channel-section steel, the spacing of adjacent two rail bracketses is made to be less than or equal to 3 meters of </b><bGreatT.Gre aT.GT, meet elevator standard requirement, by this mounting structure without the need to considering the problem of collar tie beam spacing size, the installation of collar tie beam spacing long situation lower guideway support can be applicable to by </b><bGreatT.Gre aT.GT.</b><b />
Description
Technical field
the present invention relates to a kind of mounting structure of span formula guide rail bracket of elevator.
Background technology
in prior art, guide rail bracket of elevator is directly installed on hoistway cement concrete collar tie beam, in elevator standard, have maxim (3 meters) to require namely have maxim to require to the spacing of adjacent collar tie beam to the spacing between adjacent rails support, but some building is when building, hoistway adjacent turn beam spacing can be long, exceed maxim, and rail brackets cannot be arranged on brick wall, cause the installation of rail brackets to encounter difficulties like this.
Summary of the invention
the object of this invention is to provide a kind of mounting structure of span formula guide rail bracket of elevator, the installation of rail brackets can be carried out by this mounting structure when adjacent turn beam spacing exceedes maxim smoothly.
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 that the above-below direction along elevator hoistways is intervally arranged, described mounting structure also comprises the paired angle steel be fixed on cement concrete collar tie beam described in per pass, channel-section steel between the paired angle steel being fixed on multiple tracks cement concrete collar tie beam correspondence position, be contained in the multiple rail bracketses be intervally arranged on described channel-section steel and 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 opposing to setting, in this paired angle steel, a limit of each angle steel is all fixed on described cement concrete collar tie beam by expansion bolt, another limit of this paired angle steel is connected with the leg limit of described channel-section steel by welding or bolt, described rail brackets is arranged on the waist limit of described channel-section steel.
due to the utilization of technique scheme, the present invention compared with prior art has following advantages: in the mounting structure of rail brackets, be fixed on cement concrete collar tie beam by angle steel, angle steel fixes channel-section steel again, connection guide rail support again on channel-section steel, makes the spacing of adjacent two rail bracketses be less than or equal to 3 meters, meets elevator standard requirement, by this mounting structure without the need to considering the problem of collar tie beam spacing size, the installation of collar tie beam spacing long situation lower guideway support can be applicable to.
Detailed description of the invention
structure of the present invention is set forth further 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 multiple tracks cement concrete collar tie beam 1(figure that the above-below direction along elevator hoistways is intervally arranged), be fixed on the paired angle steel 2 on per pass cement concrete collar tie beam 1, channel-section steel 3 between the paired angle steel 2 being fixed on multiple tracks cement concrete collar tie beam 1 correspondence position, be contained in the multiple rail brackets 4(figure be intervally arranged on channel-section steel 3 and along the length direction of this channel-section steel 3 and merely illustrate one), 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, meet the requirement of elevator standard like this.
in FIG, paired angle steel 2 is back to setting, in this paired angle steel 2, a limit of each angle steel 2 is all fixed on cement concrete collar tie beam 1 by expansion bolt 5, and another limit of this paired angle steel 2 is connected with the leg limit of channel-section steel 3 by welding or bolt, rail brackets 4 is arranged on the waist limit of channel-section steel 3.Even if the spacing H2 of adjacent like this twice cement concrete collar tie beam 1 has exceeded maxim, still can be carried out the installation of the rail brackets meeting elevator standard requirement by this mounting structure smoothly, the spacing of mounted rail brackets is less than or equal to maxim 3 meters.In order to smooth lift-mounting guide rail, rail brackets requires two groups, and often organizing rail brackets has multiple rail brackets, and often organize rail brackets and all adopt this mounting structure, as shown in Figure 1, this mounting structure can be applicable to the long hoistway of collar tie beam spacing H2.
Accompanying drawing explanation
accompanying drawing 1 is schematic diagram of the present invention.
Claims (1)
1. the mounting structure of a span formula guide rail bracket of elevator, comprise the multiple tracks cement concrete collar tie beam that the above-below direction along elevator hoistways is intervally arranged, it is characterized in that: described mounting structure also comprises the paired angle steel be fixed on cement concrete collar tie beam described in per pass, channel-section steel between the paired angle steel being fixed on multiple tracks cement concrete collar tie beam correspondence position, be contained in the multiple rail bracketses be intervally arranged on described channel-section steel and 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, described paired angle steel is opposing to setting, in this paired angle steel, a limit of each angle steel is all fixed on described cement concrete collar tie beam by expansion bolt, another limit of this paired angle steel is connected with the leg limit of described channel-section steel 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 CN103130068A (en) | 2013-06-05 |
| CN103130068B true CN103130068B (en) | 2015-12-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| 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)
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| CN (1) | CN103130068B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113955605B (en) * | 2021-10-26 | 2023-04-11 | 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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| US5316108A (en) * | 1992-09-04 | 1994-05-31 | Inventio Ag | Apparatus for attaching elevator guide rails to elevator shaft walls |
| US5475961A (en) * | 1992-03-27 | 1995-12-19 | National Gypsum Company | Vertical post assembly |
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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 |
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| 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 |
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| JPH04116080A (en) * | 1990-09-04 | 1992-04-16 | Mitsubishi Electric Corp | Erecting method for elevator rail |
| JP3351927B2 (en) * | 1995-05-26 | 2002-12-03 | 松下電工株式会社 | Elevator structure |
| JP4531775B2 (en) * | 2004-02-19 | 2010-08-25 | オーチス エレベータ カンパニー | Elevator rail support bracket |
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2013
- 2013-03-22 CN CN201310095091.7A patent/CN103130068B/en active Active
Patent Citations (10)
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|---|---|---|---|---|
| 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 |
| 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 |
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| 谈谈电梯导轨选型及支架间距的意义;张勇;《2009海峡两岸机械科技论坛论文集》;20090920;1026-1029 * |
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|---|---|
| CN103130068A (en) | 2013-06-05 |
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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. |
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