CN103669867A - Altitude difference adjustable double-layer operating platform used for building body and outer decoration construction and installing method - Google Patents
Altitude difference adjustable double-layer operating platform used for building body and outer decoration construction and installing method Download PDFInfo
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- CN103669867A CN103669867A CN201310724991.3A CN201310724991A CN103669867A CN 103669867 A CN103669867 A CN 103669867A CN 201310724991 A CN201310724991 A CN 201310724991A CN 103669867 A CN103669867 A CN 103669867A
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- 238000010276 construction Methods 0.000 title claims abstract description 32
- 238000005034 decoration Methods 0.000 title claims abstract description 22
- 238000000034 method Methods 0.000 title claims abstract description 10
- 239000000725 suspension Substances 0.000 claims description 9
- 241001347978 Major minor Species 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract 1
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- 230000005540 biological transmission Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
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Abstract
本发明提供了一种建筑主体和外装饰施工用高差可调双层操作平台及安装方法。一种建筑主体和外装饰施工用高差可调双层操作平台，包括采用附墙架与建筑物连接固定的立柱、能够沿立柱上下移动的套架、连接在套架上的主平台和通过带有高度调节装置的连接吊杆悬挂在主平台下方的副平台。一种高差可调双层操作平台的安装方法，包括以下步骤：安装立柱；安装套架；安装主副操作台；安装完毕即可投入使用，套架带动主平台及副平台上下运行。
The invention provides a two-layer operating platform with adjustable height difference for building main body and exterior decoration construction and an installation method. A two-layer operating platform with adjustable height difference for building main body and exterior decoration construction, including a column fixed to the building by using a wall frame, a sleeve frame that can move up and down along the column, a main platform connected to the sleeve frame and through A connecting boom with a height adjustment device is suspended from the sub-platform below the main platform. A method for installing a height-difference-adjustable double-layer operating platform includes the following steps: installing a column; installing a sleeve frame; installing a main and auxiliary operating platform;
Description
Technical field
The present invention relates to a kind of building operations operating platform, be specifically related to discrepancy in elevation adjustable double-layer operating platform and mounting method for a kind of building body and outer decoration construction.
Background technology
Building operations is divided into main body construction and internal and external ornament two stages of construction, and the facility operating for constructor in domestic construction work progress is at present comparatively backward.In the main body construction stage, multilayer and low-rise building generally adopt console mode scaffold, and highrise building generally adopts overhanging scaffold.Attached lift scaffold is owing to setting up complexity, and only in more than 50 meters high-building construction, part adopts, and due to lifting action complicated operation, can not segmentation lifting etc. reason, can not be applied to building external decoration work progress.After main body construction binds, above-mentioned scaffold need to be removed, then adopt aerial work basket to carry out building external decoration construction.Therefore, current domestic a kind of safe and reliable operation facility or equipment that can be applicable to main body construction, can be applied to again building external decoration construction simultaneously that still do not have.Work progress need to be installed and used two kinds of different operation facilities, has caused the increase of manpower, waste of time and use cost.
Beijing XingHeRen building Technology Co.,Ltd has introduced electronic construction lifting platform from Spain, provides a people or many people to work thereon simultaneously.As shown in Figure 1: platform structure adopts individual layer platform, constructor can only be in an aspect operation of building; As shown in Figure 2: attended operation platform along the stock of column operation adopt that 6 rollers only contact with 2 main limbs of column, column power transmission point less, poor rigidity, cause going up most a cantilever height more than attachment point and be restricted; In addition, platform is larger apart from building distance, need to install expansion platform additional and could meet construction requirement, causes platform deadweight to strengthen; As shown in Figure 3: cantilever height has just surpassed 2 floor heights of building.The spacing of general operation platform wall-attached frame is 2 floor heights, when building main body construction, concrete main body structure particularly, needs regular hour maintenance.If operating platform cantilever height has just surpassed 2 floor heights of building, just cannot in the agent structure that does not reach curing period, wall-attached frame be installed, so this type of electronic construction lifting platform can not adapt to the requirement in main body construction stage, can only construct for building external decoration at present.Because cost is high, in the building external decoration stage, use and cannot compete with aerial work basket economy separately simultaneously, in engineering, seldom use at present.
Summary of the invention
In order to overcome above-mentioned technical deficiency, the invention provides discrepancy in elevation adjustable double-layer operating platform and mounting method for a kind of building body and outer decoration construction.
The present invention adopts following measures to realize:
A discrepancy in elevation adjustable double-layer operating platform for building body and outer decoration construction, comprises the column, the stock that can move up and down along column that adopt wall-attached frame to be connected and fixed with building, is connected to main platform on stock and is suspended on the auxiliary platform below main platform with the suspension rod that is connected by with arrangement for adjusting height.
Preferred version in aforesaid operations platform, stock four sides shroud ring is on column, and stock is provided with opening near the one side of building, and the upper and lower two ends of stock all adopt a plurality of rollers to contact with 4 main limbs of column.
Preferred version in aforesaid operations platform, is provided with U-shaped on the position of connecting platform and layout roller on stock and strengthens collar tie beam.
Preferred version in aforesaid operations platform, preferred version in aforesaid operations platform, the upper and lower both ends of the surface corner location of stock all adopts 2 rollers to contact with the main limb of column.
Preferred version in aforesaid operations platform, arrangement for adjusting height is a plurality of fitting structures that are set in together.
A mounting method for discrepancy in elevation adjustable double-layer operating platform for described building body and outer decoration construction, comprises the following steps:
1) column is installed: according to using height, adopt wall-attached frame that column and building are connected and fixed;
2) stock is installed: adopt roller to contact with 4 main limbs of column stock;
3) major-minor operating desk is installed: main platform is installed on column, on connection suspension rod, is provided with arrangement for adjusting height, according to the floor height of building, before auxiliary platform is installed, adjust the spacing of main platform and auxiliary platform, by connecting suspension rod, auxiliary platform is suspended under main platform;
4) install and can come into operation, stock drives main platform and auxiliary platform to move up and down.
The present invention mainly contains following characteristics:
1) be not only applicable to building main body construction, but also can be applied to the operation of outer decoration construction simultaneously;
2) main platform and be arranged on the auxiliary platform of main platform below, is adapted to constructor simultaneously in upper and lower two-layer operation side operation;
3) adopt the structure that hangs one deck auxiliary platform at main platform, stressed more rationally, structure is lighter and handier, makes safety monitoring system more succinct reliably simultaneously;
4) difference in height of main platform and auxiliary platform can be according to different floor gaps apart from adjusting;
5) stock is together with column shroud ring, and is provided with opening, can avoid and wall-attached frame is interfered, and make operating platform more approach building, and constructability, needn't install expansion platform additional.
Accompanying drawing explanation
Fig. 1 is individual layer operating platform schematic diagram.
Fig. 2 is individual layer operating platform stock and the main limb contact structures of column schematic diagram.
Fig. 3 is that individual layer operating platform is gone up a cantilever height schematic diagram more than attachment point most.
Fig. 4 is double-deck operating platform stock and the main limb contact structures of column schematic diagram.
Fig. 5 is that double-deck operating platform is gone up a cantilever height schematic diagram more than attachment point most.
Fig. 6 is the selected example structure schematic diagram of the present invention.
Fig. 7 is arrangement for adjusting height schematic diagram.
In figure, 1-column, 2-stock, the main platform of 3-, 4-wall-attached frame, 5-building, 6-auxiliary platform, 7-arrangement for adjusting height, 8-strengthen collar tie beam, 9-roller.
the specific embodiment:
Below in conjunction with the drawings and specific embodiments, the present invention is described further.
With reference to accompanying drawing 5 and accompanying drawing 6, a discrepancy in elevation adjustable double-layer operating platform for building body and outer decoration construction, comprise the column 1, the stock 2 that can move up and down along column 1 that adopt wall-attached frame 4 to be connected and fixed with building 5, be connected to main platform 3 on stock 2 with by the auxiliary platform 6 that suspension rod is suspended on main platform 3 belows that is connected with arrangement for adjusting height 7.
With reference to accompanying drawing 4, stock 2 four sides shroud rings are on column 1, stock 2 is provided with opening near the one side of building 5, stock all adopts a plurality of rollers 9 to contact with 4 main limbs of column 1 in two ends Shang Xia 2, be equivalent to improve the rigidity of column 1, significantly increased column 1 at wall-attached frame more than 4 cantilever height, can surpass 3 building storey heights, guarantee the wall-attached frame spacing of 2 floor heights in main body construction process, make the more close building of operating platform, constructability, needn't install expansion platform additional.In order to guarantee opening portion rigidity, on stock 2, connect main platform 3 and arrange that on the position of roller 9, being provided with U-shaped strengthens collar tie beam 8.In reality stock Shang Xia 2 both ends of the surface corner location all adopt 2 rollers 9 to contact with the main limb of column 1.
With reference to accompanying drawing 7, arrangement for adjusting height 7 is a plurality of fitting structures that are set in together.
A mounting method for discrepancy in elevation adjustable double-layer operating platform for building body and outer decoration construction, is characterized in that comprising the following steps:
1) column 1 is installed: according to using height, adopt wall-attached frame 4 that column 1 and building 5 are connected and fixed;
2) stock 2 is installed: adopt roller 9 to contact with 4 main limbs of column 1 stock 2;
3) major-minor operating desk is installed: main platform 3 is installed on column 1, on connection suspension rod, be provided with arrangement for adjusting height 7, according to the floor height of building 5, before installing, auxiliary platform 6 adjusts the spacing of main platform 3 and auxiliary platform 6, by connecting suspension rod, auxiliary platform 6 is suspended on to main platform 3 times;
4) install and can come into operation, stock 2 drives main platform 3 and auxiliary platform 6 to move up and down.
Below only described basic principle of the present invention and preferred embodiment, those skilled in the art can make many changes and improvements according to foregoing description, and these changes and improvements should belong to protection scope of the present invention.
Claims (6)
1. a discrepancy in elevation adjustable double-layer operating platform for building body and outer decoration construction, is characterized in that: comprise the column, the stock that can move up and down along column that adopt wall-attached frame to be connected and fixed with building, be connected to main platform on stock and be suspended on the auxiliary platform below main platform with the suspension rod that is connected by with arrangement for adjusting height.
2. discrepancy in elevation adjustable double-layer operating platform for building body and outer decoration construction according to claim 1, it is characterized in that: stock four sides shroud ring is on column, stock is provided with opening near the one side of building, and the upper and lower two ends of stock all adopt a plurality of rollers to contact with 4 main limbs of column.
3. discrepancy in elevation adjustable double-layer operating platform for building body and outer decoration construction according to claim 2, is characterized in that: on stock, connect main platform and arrange that on the position of roller, being provided with U-shaped strengthens collar tie beam.
4. according to building body described in claim 2 or 3 and outer decoration construction discrepancy in elevation adjustable double-layer operating platform, it is characterized in that: the upper and lower both ends of the surface corner location of stock all adopts 2 rollers to contact with the main limb of column.
5. according to building body described in claim 2 or 3 and outer decoration construction discrepancy in elevation adjustable double-layer operating platform, it is characterized in that: arrangement for adjusting height is a plurality of fitting structures that are set in together.
6. a mounting method for discrepancy in elevation adjustable double-layer operating platform for building body and outer decoration construction described in claim 2 or 3 any one, is characterized in that comprising the following steps:
1) column is installed: according to using height, adopt wall-attached frame that column and building are connected and fixed;
2) stock is installed: adopt roller to contact with 4 main limbs of column stock;
3) major-minor operating desk is installed: main platform is installed on stock, on connection suspension rod, is provided with arrangement for adjusting height, according to the floor height of building, before auxiliary platform is installed, adjust the spacing of main platform and auxiliary platform, by connecting suspension rod, auxiliary platform is suspended under main platform;
4) install and can come into operation, stock drives main platform and auxiliary platform to move up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310724991.3A CN103669867B (en) | 2013-12-25 | 2013-12-25 | Building body and outer decoration construction discrepancy in elevation adjustable double-layer operating platform and installation method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310724991.3A CN103669867B (en) | 2013-12-25 | 2013-12-25 | Building body and outer decoration construction discrepancy in elevation adjustable double-layer operating platform and installation method |
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| Publication Number | Publication Date |
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| CN103669867A true CN103669867A (en) | 2014-03-26 |
| CN103669867B CN103669867B (en) | 2016-09-28 |
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| CN201310724991.3A Expired - Fee Related CN103669867B (en) | 2013-12-25 | 2013-12-25 | Building body and outer decoration construction discrepancy in elevation adjustable double-layer operating platform and installation method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883113A (en) * | 2014-03-27 | 2014-06-25 | 王乔 | Building construction operation platform statically determinate combination system and existing building renovation construction method |
| CN103979383A (en) * | 2014-04-29 | 2014-08-13 | 山东腾飞建设机械工程有限公司 | Multi-layer lifting platform for building construction |
| CN114080923A (en) * | 2021-11-12 | 2022-02-25 | 长江勘测规划设计研究有限责任公司 | Depend on showy afforestation equipment of aquatic building |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4293054A (en) * | 1980-05-19 | 1981-10-06 | Piat Impalcature Automatiche S.P.A. | Scaffolding for supporting lifting working bridges and platforms |
| CN1285450A (en) * | 1999-08-23 | 2001-02-28 | 弗拉科产品制造有限公司 | Scaffold |
| CN201268937Y (en) * | 2008-09-05 | 2009-07-08 | 高智鹏 | Double-layer hanging cradle for working aloft |
| CA2618183A1 (en) * | 2008-01-15 | 2009-07-15 | Bennu Parts And Service, Inc. | Liftable scaffold |
| CN101586392A (en) * | 2009-04-13 | 2009-11-25 | 许树根 | Mast climbing type aerial working platform |
| CN203640291U (en) * | 2013-12-25 | 2014-06-11 | 山东省建筑科学研究院 | Height-difference adjustable double-layer operating platform for construction of building body and external ornaments |
-
2013
- 2013-12-25 CN CN201310724991.3A patent/CN103669867B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4293054A (en) * | 1980-05-19 | 1981-10-06 | Piat Impalcature Automatiche S.P.A. | Scaffolding for supporting lifting working bridges and platforms |
| CN1285450A (en) * | 1999-08-23 | 2001-02-28 | 弗拉科产品制造有限公司 | Scaffold |
| CA2618183A1 (en) * | 2008-01-15 | 2009-07-15 | Bennu Parts And Service, Inc. | Liftable scaffold |
| CN201268937Y (en) * | 2008-09-05 | 2009-07-08 | 高智鹏 | Double-layer hanging cradle for working aloft |
| CN101586392A (en) * | 2009-04-13 | 2009-11-25 | 许树根 | Mast climbing type aerial working platform |
| CN203640291U (en) * | 2013-12-25 | 2014-06-11 | 山东省建筑科学研究院 | Height-difference adjustable double-layer operating platform for construction of building body and external ornaments |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883113A (en) * | 2014-03-27 | 2014-06-25 | 王乔 | Building construction operation platform statically determinate combination system and existing building renovation construction method |
| CN103883113B (en) * | 2014-03-27 | 2016-01-06 | 王乔 | CONSTRUCTION OPERATIONS platform static determinacy combined system and reconstruction of existing building construction method |
| CN103979383A (en) * | 2014-04-29 | 2014-08-13 | 山东腾飞建设机械工程有限公司 | Multi-layer lifting platform for building construction |
| CN114080923A (en) * | 2021-11-12 | 2022-02-25 | 长江勘测规划设计研究有限责任公司 | Depend on showy afforestation equipment of aquatic building |
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| CN103669867B (en) | 2016-09-28 |
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| EE01 | Entry into force of recordation of patent licensing contract |
Application publication date: 20140326 Assignee: SHANDONG TENGFEI CONSTRUCTION MECHANICAL ENGINEERING CO.,LTD. Assignor: SHANDONG PROVINCIAL ACADEMY OF BUILDING RESEARCH Contract record no.: 2017370000072 Denomination of invention: Altitude difference adjustable double-layer operating platform used for building body and outer decoration construction and installing method Granted publication date: 20160928 License type: Common License Record date: 20171106 |
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Effective date of registration: 20200820 Address after: 250031 Shandong Province Flyover District of Ji'nan City Road 29. Co-patentee after: Shandong construction engineering quality inspection and Testing Center Co.,Ltd. Patentee after: Shandong Academy of Building Science Co.,Ltd. Address before: 250031 Shandong Province Flyover District of Ji'nan City Road 29. Patentee before: SHANDONG PROVINCIAL ACADEMY OF BUILDING RESEARCH |
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Granted publication date: 20160928 Termination date: 20211225 |
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| CF01 | Termination of patent right due to non-payment of annual fee |