CN203441073U - Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column - Google Patents
Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column Download PDFInfo
- Publication number
- CN203441073U CN203441073U CN201320517353.XU CN201320517353U CN203441073U CN 203441073 U CN203441073 U CN 203441073U CN 201320517353 U CN201320517353 U CN 201320517353U CN 203441073 U CN203441073 U CN 203441073U
- Authority
- CN
- China
- Prior art keywords
- platform
- structural column
- platform skeleton
- skeleton
- otic placode
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Tents Or Canopies (AREA)
Abstract
The utility model relates to a hoop-type high-altitude guard platform suitable for a super high-rise building outline boarder structural column. The guard platform comprises a hoop part, vertical poles, a platform framework, a platform panel, connecting beams, a rail, a flower basket adjusting bolt, inhaul cable steel wire ropes or pull rods and anti-floating steel wire ropes, wherein the platform formwork comprises a main beam and a secondary beam, and a first connecting lug plate is arranged on the main beam; the bottom ends of all the vertical poles are connected to the main beam of the platform framework in a welded mode, and the lower portions of the vertical poles are all supported and strengthened through first inclined supporting poles; the multiple vertical poles are evenly distributed along the structural column; the upper portions of all the vertical poles are connected through the connecting beams; the hoop part is used for tightly holding the structural column and tightly hoops the structural column; the hoop part comprises a lower hoop part and an upper hoop part; the lower hoop part is fixedly connected to the corresponding main beam of the platform formwork, and the upper hoop part is fixedly connected to the connecting beams; a second connecting lug plate is arranged at the top ends of the vertical poles; the inhaul cable steel wire ropes or the pull rods are connected between the first connecting lug plate and the second connecting lug plate; the flower basket adjusting bolt is connected to the first connecting lug plate or the second connecting lug plate.
Description
Technical field
The utility model belongs to building engineering field, particularly a kind of hood type high-altitude protective platform that is applicable to super highrise building frame structure post.
Background technology
At present, the exterior wall of most of super highrise buildings has adopted curtain wall; Be subject to short restriction of construction period, make when architecture construction arrives certain altitude, just need to insert and carry out Glass Curtain Wall Construction; And the throwing object in high sky that the continuation on building top construction produces has been easy to pollute the new curtain wall of installing in building bottom.
For avoiding the new curtain wall of installing in bottom to pollute, traditional approach is to adopt layering to cut off construction, that is: the certain floor at building adopts anti-skid plate to cut off for upper and lower two regions, by anti-skid plate, accepts the material that top work progress drops out at home and abroad.Anti-skid plate is generally usingd bamboo or steel pipe as Cantilever Beams, and one end of Cantilever Beams is fixed in building structure floor, one end encorbelment outside building with at the fixing wire rope of a upper floor or hold out in spite of difficulties bar and fix.Because anti-skid plate is to be fixed on highly aerial, wind resistance requires high, and the wire rope fixing with next floor of the end of Cantilever Beams need to being encorbelmented is connected, in case stop plate under the aerial wind action of height to floating; Cantilever Beams is arranged at a certain distance, then on Cantilever Beams, lays steel plate or plank and forms whole anti-skid plate, and the anti-skid plate of setting up round building is cut off for upper and lower construction area.
But the defect of above-mentioned prior art is: when the housing side column size of super high rise building is larger, and encorbelment floor more in short-term, Cantilever Beams cannot be fixed, and anti-skid plate cannot be set up.
For this reason, need to provide a kind of improved high-altitude protective platform that is applicable to super high rise building frame structure post.
Summary of the invention
The purpose of this utility model is to provide a kind of hood type high-altitude protective platform that is applicable to super highrise building frame structure post, and its erection procedure is simple, bearing capacity large, material can recycle, and have high-altitude anti-floating kinetic force.
For achieving the above object, the utility model adopts following technical scheme:
The hood type high-altitude protective platform that is applicable to super highrise building frame structure post, it comprises anchor ear part, vertical rod, platform skeleton, platform panel, coupling beam, fence, adjusting flower basket bolt, inhaul cable steel wire rope or pull bar, anti-floating wire rope;
Described platform skeleton comprises and is woven in length and breadth netted and forms girder and the secondary beam of flat upper surface; On described girder, be provided with the first connection otic placode;
A plurality of described vertical rods are evenly laid along described structural column; Described in each, the bottom of vertical rod is all connected with the described Main Girder Welding of described platform skeleton, and described in each, the bottom of vertical rod all adopts the first hound bracing reinforcement; Described vertical rod is fixed in one end of described the first hound, and the other end is fixed on described platform skeleton; Described in each, between the top of vertical rod, by described coupling beam, connect, described in each, coupling beam is parallel with the described girder of corresponding described platform skeleton;
Described anchor ear part is used for holding tightly described structural column, and by its banding; Described anchor ear part comprises lower anchor ear part and upper anchor ear part; Described lower anchor ear part is fixedly connected on the corresponding described girder of described platform skeleton, and described upper anchor ear part is fixedly connected on described coupling beam;
The top of described vertical rod arranges the second connection otic placode; Described inhaul cable steel wire rope or pull bar are connected in described first and connect between otic placode and described the second connection otic placode, so that described platform skeleton is connected with described vertical rod; Described first connects otic placode or described second connects on otic placode and connects described adjusting flower basket bolt, for connecting and regulating described inhaul cable steel wire rope or described pull bar;
A plurality of described fences are arranged on the outer rim of described platform skeleton; One end of described anti-floating wire rope is connected in described platform skeleton, and the other end is connected on the structural column of described platform skeleton below; Described platform panel is laid on described platform skeleton.
Preferably, described second connects otic placode divides levels setting, and adjacent two connection otic placodes are 90 degree settings.
Preferably, described the first connection otic placode is fan-shaped distribution on described platform skeleton.
Preferably, a plurality of described fences are welded on the outer rim of described platform skeleton evenly distributedly, and every certain spacing, described fence is reinforced with the second bearing diagonal diagonal brace.
Preferably, described platform panel is comprised of gauze wire cloth and zinc-plated watt; Described gauze wire cloth is laid on described platform skeleton, and described zinc-plated watt is laid on described gauze wire cloth.
The beneficial effects of the utility model are: this hood type high-altitude protective platform adopts hood type to be fixed on building structure post, needn't use Cantilever Beams, thereby just needn't be subject to the restriction of Cantilever Beams length and applicability is limited; No matter and structural column size, the height of structural column is how many, and this protective platform all can be suitable for.In addition this platform erection procedure is simple, can recycle.Other beneficial effects of the present utility model will specifically be illustrated in the specific embodiment below.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the hood type high-altitude protective platform of an embodiment of the utility model.
Fig. 2 is the schematic diagram after high-altitude protective platform shown in Fig. 1 is installed.
The specific embodiment
Below in conjunction with accompanying drawing, introduce in detail preferred embodiment of the present utility model.
Shown in Fig. 1, Fig. 2, this hood type high-altitude protective platform that is applicable to super highrise building frame structure post comprises anchor ear part 10, vertical rod 20, platform skeleton 30, platform panel, coupling beam 40, fence 50, regulates flower basket bolt, inhaul cable steel wire rope or pull bar 60, anti-floating wire rope 70 etc.
Wherein, platform skeleton 30 comprises and is woven in length and breadth netted and forms girder 31 and the secondary beam 32 of flat upper surface, and girder 31 adopts welding manners to fix with secondary beam 32.Particularly, the many webbed girders 31 that interweave in length and breadth form flat upper surface, and the steel pipe of girder 31 is thicker, plays main load effect; Longitudinally between girder, laterally between girder, corresponding vertical or horizontal secondary beam 32 is set, strengthen supporting capacity and structural stability, and form the closeer netted laying that is beneficial to platform panel.
On platform skeleton 30, lay flat upper surface plate.Preferably, in the present embodiment, platform panel is comprised of gauze wire cloth and zinc-plated watt; Gauze wire cloth is laid on platform skeleton, makes platform and integrally stronger, and can meet people and carry out simple cleaning work in the above; Zinc-plated watt is laid on gauze wire cloth, makes platform can prevent high fine material, slurry and the liquid etc. that fall down in the air.This platform panel can expose to the open air for a long time in the air can corrosion or rot at height; Gauze wire cloth and zinc-plated watt can reduce platform deadweight, reduce platform construction cost, certainly in other embodiment of the utility model, gauze wire cloth and zinc-plated watt can be replaced to steel plate.
Wherein, vertical rod 20 has 3, and these 3 vertical rods 20 are evenly laid along structural column 100.In the present embodiment, because this structural column 100 is day word post and is corner post, therefore 3 vertical rods 20 are laid in respectively three outside drift angle places of its cross section.Certainly, between adjacent two root posts 20 here, also can also set up column.In other embodiment of the present utility model, when post that structural column 100 is other cross sections, the setting position of vertical rod 20 can be different from the present embodiment, as long as guarantee, evenly lay.In other embodiment of the present utility model, when structural column 100 is not corner post, vertical rod 20 can arrange along the whole external surface even circumferential of structural column.
The bottom of each vertical rod 20 is all welded to connect with the girder 31 of platform skeleton 30, and the bottom of each vertical rod 20 all adopts the first hound 21 bracing reinforcements; Vertical rod 20 is fixed in one end of the first hound 21, and the other end is fixed on platform skeleton 30; Column 20 is just stably fixed on platform skeleton 30 like this.Between the top of above-mentioned each vertical rod 20 with being 2 in coupling beam 40(the present embodiment) connect, each coupling beam 40 is parallel with the girder of corresponding platform skeleton 30; Coupling beam 40 couples together the top of vertical rod 20, strengthens the stability of vertical rod.
Wherein, anchor ear part 10 is for clasping structure post 100, and by its banding.Anchor ear part 10 comprises lower anchor ear part 11 and upper anchor ear part 12; Lower anchor ear part 11 is fixedly connected on the corresponding girder of platform skeleton 30, and upper anchor ear part 12 is fixedly connected on coupling beam 40.Lower anchor ear part 11 forms with structural column 100 adaptations and by the rectangle of its banding with the corresponding girder of platform skeleton 30; Upper anchor ear part 12 also forms with structural column 100 adaptations and by the rectangle of its banding with coupling beam 40.Certainly, in other embodiment of the present embodiment, when structural column 100 is other shapes, upper and lower anchor ear part and its corresponding rod member also will form can be by the adaptation shape of structural column banding.Like this, just can utilize anchor ear part 10 that platform skeleton is fixed on structural column.
When platform skeleton 30 is not when structural column 100 uniform balances arrange, anchor ear part 10 can be brought into play better effect, in the present embodiment.When structural column is rectangular cross section, anchor ear part 10 can be brought into play better effect, in the present embodiment.
Wherein, on girder 31, be provided with the first connection otic placode; Preferably, these first connect otic placodes and are fan-shaped and are distributed on platform skeleton 30.The top of vertical rod 20 arranges the second connection otic placode, and because the second connection otic placode is many and concentrate on a node, therefore preferably, these second connect otic placodes and divide levels setting, and adjacent two connect otic placodes and are 90 degree settings.
Inhaul cable steel wire rope or pull bar 60 are connected in the first connection otic placode and second and connect between otic placode, so that platform skeleton is connected with vertical rod, so just the deadweight of platform skeleton 30 and load-bearing can be preached on structural column 100.First connects otic placode or second connects connection adjusting flower basket bolt (not shown) on otic placode, for being connected in inhaul cable steel wire rope or pull bar 60; So just, can be by elongating and shortening the levelness that inhaul cable steel wire rope or pull bar regulate platform skeleton 30, make platform in balance, stressed evenly.
Wherein, fence 50 is arranged on the outer rim of platform skeleton 30, plays protective action.Preferably, a plurality of fences 50 are welded on the outer rim of platform skeleton 30 evenly distributedly, and every certain spacing, fence 50 use the second bearing diagonal diagonal braces are reinforced.
One end of anti-floating wire rope 70 is connected in platform skeleton 30, and the other end is connected on the structural column of platform skeleton 30 belows, thereby prevents that high-altitude apoplexy effect lower platform from upwards floating.
In addition,, for the allocation and transportation of platform skeleton, on platform skeleton 30, be also provided with allocation and transportation otic placode.
The installation process of above-mentioned hood type high-altitude protective platform is as follows.
1, first the elder generations such as platform skeleton, column, coupling beam, fence and connection otic placode, hound are welded into integral body on ground, and correspondingly install on the whole inhaul cable steel wire rope (adjusting flower basket bolt), anti-floating wire rope at this.
2, the position that above-mentioned whole allocation and transportation extremely need to be set up; Owing to all can there be beam slab (as shown in mark in Fig. 2 200) on building structure post, for guaranteeing convenience and the safety of installation process, generally protective platform is set up above beam slab; Like this, during installation, just first above-mentioned integral body is allocated and transported to beam slab, make beam slab bear interim load effect; Then utilize anchor ear part that above-mentioned integral body is fixed on structural column, so above-mentioned integral body is by structural column load.
3, adjust and regulate flower basket bolt, so that platform skeleton is adjusted to level.
4, the other end of anti-floating wire rope is connected on substructure post.
5, on platform skeleton, lay flat upper surface plate.
The unloading process of above-mentioned hood type high-altitude protective platform is as follows.
1, remove the connection of anti-floating wire rope on substructure post.
2, remove anchor ear part, load onto lifting wire rope simultaneously, utilize hanging device that above-mentioned integral body is sling.
3, by above-mentioned whole allocation and transportation to upper strata, continue the use on upper strata; Or after, allocation and transportation are dismantled to ground.
Above-mentioned hood type high-altitude protective platform, needn't adopt semi girder, thereby also needn't be subject to semi girder that the restriction of limitation is set; Applied widely, can be applicable to the situations such as Super High, structural column size are large, corner post; And the large multi-part of this high-altitude protective platform all can install on ground, under altitude effect, reduce construction dangerous; Load ability is strong, and cost is low, and can recycle.
Described above is only preferred embodiment of the present utility model, certainly can not limit scope of the present utility model with this; Any equivalents for technical solutions of the utility model and replacement, all within protection domain of the present utility model.
Claims (5)
1. the hood type high-altitude protective platform that is applicable to super highrise building frame structure post, is characterized in that: comprise anchor ear part, vertical rod, platform skeleton, platform panel, coupling beam, fence, adjusting flower basket bolt, inhaul cable steel wire rope or pull bar, anti-floating wire rope;
Described platform skeleton comprises and is woven in length and breadth netted and forms girder and the secondary beam of flat upper surface; On described girder, be provided with the first connection otic placode;
A plurality of described vertical rods are evenly laid along described structural column; Described in each, the bottom of vertical rod is all connected with the described Main Girder Welding of described platform skeleton, and described in each, the bottom of vertical rod all adopts the first hound bracing reinforcement; Described vertical rod is fixed in one end of described the first hound, and the other end is fixed on described platform skeleton; Described in each, between the top of vertical rod, by described coupling beam, connect, described in each, coupling beam is parallel with the described girder of corresponding described platform skeleton;
Described anchor ear part is used for holding tightly described structural column, and by its banding; Described anchor ear part comprises lower anchor ear part and upper anchor ear part; Described lower anchor ear part is fixedly connected on the corresponding described girder of described platform skeleton, and described upper anchor ear part is fixedly connected on described coupling beam;
The top of described vertical rod arranges the second connection otic placode; Described inhaul cable steel wire rope or pull bar are connected in described first and connect between otic placode and described the second connection otic placode, so that described platform skeleton is connected with described vertical rod; Described first connects otic placode or described second connects on otic placode and connects described adjusting flower basket bolt, for connecting and regulating described inhaul cable steel wire rope or described pull bar;
A plurality of described fences are arranged on the outer rim of described platform skeleton; One end of described anti-floating wire rope is connected in described platform skeleton, and the other end is connected on the structural column of described platform skeleton below; Described platform panel is laid on described platform skeleton.
2. hood type as claimed in claim 1 high-altitude protective platform, is characterized in that: described second connects otic placode minute levels setting, and adjacent two connection otic placodes are 90 degree settings.
3. hood type as claimed in claim 1 high-altitude protective platform, is characterized in that: described first connects otic placode is fan-shaped distribution on described platform skeleton.
4. hood type as claimed in claim 1 high-altitude protective platform, is characterized in that: a plurality of described fences are welded on the outer rim of described platform skeleton evenly distributedly, and every certain spacing, described fence is reinforced with the second bearing diagonal diagonal brace.
5. hood type as claimed in claim 1 high-altitude protective platform, is characterized in that: described platform panel is comprised of gauze wire cloth and zinc-plated watt; Described gauze wire cloth is laid on described platform skeleton, and described zinc-plated watt is laid on described gauze wire cloth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320517353.XU CN203441073U (en) | 2013-08-23 | 2013-08-23 | Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320517353.XU CN203441073U (en) | 2013-08-23 | 2013-08-23 | Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203441073U true CN203441073U (en) | 2014-02-19 |
Family
ID=50092137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320517353.XU Expired - Fee Related CN203441073U (en) | 2013-08-23 | 2013-08-23 | Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203441073U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603884A (en) * | 2016-03-08 | 2016-05-25 | 中国水利水电第十四工程局有限公司 | Safety protection platform for bridge cap beam construction |
| CN108609549A (en) * | 2018-05-29 | 2018-10-02 | 五冶集团上海有限公司 | A kind of hanging scaffold platform removed for steel stack |
| CN109779221A (en) * | 2019-03-27 | 2019-05-21 | 山东金城装饰工程有限公司 | Construction platform and construction technology of curtain wall at the bottom of steel structure corridor |
| CN109958272A (en) * | 2019-04-11 | 2019-07-02 | 中国五冶集团有限公司 | High altitude operation operating platform bracket and its hooking method for being articulated on girder steel |
| CN110644364A (en) * | 2019-08-16 | 2020-01-03 | 中国一冶集团有限公司 | Hoop construction platform and using method thereof |
| CN111042510A (en) * | 2020-01-02 | 2020-04-21 | 中国建筑第八工程局有限公司 | Construction platform for constructing daylighting roof and construction method thereof |
| CN111236607A (en) * | 2020-01-16 | 2020-06-05 | 中铁二局集团有限公司 | Super high-rise steel pipe column operating platform and dismounting and mounting method thereof |
-
2013
- 2013-08-23 CN CN201320517353.XU patent/CN203441073U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603884A (en) * | 2016-03-08 | 2016-05-25 | 中国水利水电第十四工程局有限公司 | Safety protection platform for bridge cap beam construction |
| CN108609549A (en) * | 2018-05-29 | 2018-10-02 | 五冶集团上海有限公司 | A kind of hanging scaffold platform removed for steel stack |
| CN109779221A (en) * | 2019-03-27 | 2019-05-21 | 山东金城装饰工程有限公司 | Construction platform and construction technology of curtain wall at the bottom of steel structure corridor |
| CN109958272A (en) * | 2019-04-11 | 2019-07-02 | 中国五冶集团有限公司 | High altitude operation operating platform bracket and its hooking method for being articulated on girder steel |
| CN110644364A (en) * | 2019-08-16 | 2020-01-03 | 中国一冶集团有限公司 | Hoop construction platform and using method thereof |
| CN111042510A (en) * | 2020-01-02 | 2020-04-21 | 中国建筑第八工程局有限公司 | Construction platform for constructing daylighting roof and construction method thereof |
| CN111236607A (en) * | 2020-01-16 | 2020-06-05 | 中铁二局集团有限公司 | Super high-rise steel pipe column operating platform and dismounting and mounting method thereof |
| CN111236607B (en) * | 2020-01-16 | 2021-09-10 | 中铁二局集团有限公司 | Super high-rise steel pipe column operating platform and dismounting and mounting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203441073U (en) | Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column | |
| US9016025B2 (en) | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure | |
| CN206053274U (en) | The external scaffolding device of the perpendicular BAIYE outer visor of skyscraper and glass curtain wall dual-purpose | |
| CN102535845A (en) | Construction method of bearing frame of corridor structure | |
| CN202324571U (en) | Overhanging type double-row scaffold | |
| CN204401997U (en) | A kind of suspension type ceiling construction scaffold | |
| CN105971274A (en) | Cantilever support frame formwork system and construction method thereof | |
| CN103982040B (en) | A kind of construction of super highrise building vertical multi-transportation device | |
| CN101775896B (en) | Rigid hanging scaffolding for installation of steel roof equipment piping | |
| CN205775852U (en) | Acting force conversion support for top of steel structure supporting jig frame | |
| CN106351245A (en) | Tower crane foundation base and construction method thereof | |
| KR20110014341A (en) | Tower crane support with safety fence | |
| CN209353770U (en) | High-altitude suspension formwork protective shed | |
| CN104131706B (en) | The construction method of the two-layer connection structure of vertical reinforcement of concrete frame structure | |
| CN111236603B (en) | Comprehensive construction method for steel plate mesh overhanging scaffold | |
| CN103669817B (en) | Building structure overhanging scaffold external corner assembling type frame body device | |
| CN107795133B (en) | Integral protective frame platform and construction method thereof | |
| CN208363666U (en) | It is a kind of for build face side construction safety protection frame | |
| CN202559727U (en) | Load-bearing support structure of template of overhead long-span floor slab of building | |
| CN203559570U (en) | Operating platform for steel pipe support frame overhung on surrounding columns | |
| CN105220609A (en) | Compound beam self-anchored suspension bridge and construction technology thereof | |
| CN111608377B (en) | Comprehensive construction method for building overhanging scaffold | |
| CN108222481A (en) | For the job platform and its construction method of the Zhongting of high-rise building | |
| CN211447690U (en) | Latticed construction platform with material storage space | |
| CN203924655U (en) | Novel elevator shaft operating platform frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140219 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |