CN204782013U - Construction scene platform of unloading - Google Patents
Construction scene platform of unloading Download PDFInfo
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- CN204782013U CN204782013U CN201520400483.4U CN201520400483U CN204782013U CN 204782013 U CN204782013 U CN 204782013U CN 201520400483 U CN201520400483 U CN 201520400483U CN 204782013 U CN204782013 U CN 204782013U
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Abstract
The utility model discloses a construction scene platform of unloading is the multilayer platform complex body of being set up by the steel pipe scaffold, including setting up the bottom platform on the builder's yard to and set up a plurality of upper platform in bottom platform top along building vertical height, and the area size of upper platform is lighter than the area size of the platform of its below, and every layer of platform be all through even wall spare and building fixed connection, and all be provided with close mesh protection network around every layer of platform and the scissors props. The platform of should unloading is cascadedly, and every layer of platform function is independent, and the building rubbish of the floor of being convenient for in time drive can replace the material hoist that two substructures and hard -cover stage construction were used, reduces construction cost, it is rational in infrastructure, set up the convenience, have higher safety and stability nature, the universal relevance is on -the -spot in the construction.
Description
Technical field
The utility model belongs to construction implement technical field, is specifically related to a kind of discharging platform being convenient to remove in time building waste.
Background technology
Discharging platform, is also called operating platform or turns material platform, is temporary construction platform conventional in high-building construction, usually sets up in building side.Discharging platform is generally divided into the console mode discharging platform set up by steel pipe scaffold, and is suspended at the overhanging type discharging platform of building side by wire rope inclined-pulling.Discharging platform, as the working platform providing material transport temporary in building construction process, accelerates building form and steel pipe turnover utilization rate between floors.Meanwhile, by discharging platform can carry out various build finishing by laying bricks or stones and whitewash wait operation, and realize secondary structure construct in the transport of building block, mortar etc.
On-the-spot at high-building construction, the surrounding of building needs tighter safety to go along with sb. to guard him, and between floor, the transhipment of material is generally realized by vertical transport instrument.Common discharging platform is applicable to the running of material in building operations and keeps in, but along with the lifting of building height and discharging platform scaffolding height, the following interlayer building waste of discharging platform cannot be removed in time.This is also a realistic problem urgently to be resolved hurrily in building construction process.Further, at secondary structure and hard-cover staged construction usual spent material elevator vertical transport construction material, building operations cost is added.
Utility model content
The purpose of this utility model is to overcome the above-mentioned technical problem run in building operations, provides a kind of discharging platform being applicable to construction site.This discharging platform is convenient to the discharging platform removing building waste in time; Also can replace the material elevator of secondary structure and the use of hard-cover staged construction, discharging platform matches with tower crane, utilizes tower crane to be hung by material on every layer of platform set up, has greatly saved cost input simultaneously.
To achieve these goals, the utility model takes following technical scheme:
A kind of construction site discharging platform, described discharging platform is the multilayer platform complex set up by steel pipe scaffold, comprise the underlying platform be arranged on construction plant, and set up the multiple upper platforms above underlying platform along building vertical height, the area size of upper platform is less than the area size of the platform below it, every layer of platform is all fixedly connected with building by wall-connecting piece, and the surrounding of every layer of platform is provided with close order protective screening and bridging.
As one of embodiment of the present utility model, described discharging platform is made up of 3 layers of platform, comprise the underlying platform set up and go up on construction ground, two-layer platform is set up above underlying platform, three layers of platform are set up above two-layer platform, three layers of platform are between two-layer platform and underlying platform, and the wall-connecting piece of each platform adopts two steps three across setting.
As one of embodiment of the present utility model, all lay wooden springboard under the vertical rod of described underlying platform, two-layer platform and three layers of platform, the work plane of each platform all lays steel springboard, and the work plane surrounding of each platform arranges guard rail and baseboard.
Preferred as to the utility model embodiment, the area size of described underlying platform is 6m × 4.5m, and the area size of two-layer platform is 4.2m × 4.5m, and the area size of three layers of platform is 2.1m × 4.5m.
Compared with common discharging platform, the beneficial effect that the utility model produces is mainly reflected in:
The utility model solves existing discharging platform and only to operate as constructional materials the simple function defect of temporary storage platform.The function of the existing discharging platform of horn of plenty, the utility model improves the framework of existing discharging platform, and along with the increase of building height, the height of discharging platform also promotes thereupon.Specifically, to set up based on underlying platform by steel pipe scaffold, above underlying platform, multiple upper platform is set up successively.Namely can be used as constructional materials running temporary storage platform at every layer of platform, can carry out again variously building finishing by laying bricks or stones and the operation such as whitewashing.Importantly, every layer of platform is all applicable to the building waste removing floor in time, and on this basis, instead of the material elevator of secondary structure and the use of hard-cover staged construction, utilize tower crane to be hung by material on every layer of platform set up, greatly save cost input.
The utility model also contemplates stability and the safety of discharging platform entirety and its every layer platform.Above underlying platform, set up multiple upper platform along building vertical height, but the area size of upper platform is less than the area size of the platform below it, effectively ensure that the overall stress equalization of discharging platform and operational security.In addition, every layer of platform is all fixedly connected with building by wall-connecting piece, and the surrounding of every layer of platform is provided with close order protective screening and bridging.
Accompanying drawing explanation
Fig. 1 is the front elevation view of underlying platform described in the utility model.
Fig. 2 is the front elevation view of two-layer platform described in the utility model.
Fig. 3 is the front elevation view of discharging platform described in the utility model.
Fig. 4 is the side elevational view of discharging platform shown in Fig. 3.
Fig. 5 is the plan view of discharging platform shown in Fig. 3
Description of reference numerals: 1, underlying platform; 2, two-layer platform; 3, three layers of platform.
Detailed description of the invention
For the ease of understanding the purpose of this utility model, technical scheme and effect thereof, now will be elaborated further the utility model in conjunction with the embodiments.
Discharging platform often only has a scope of operation, and its height promotes along with the increase of the building number of plies.The discharging platform in single homework face is used as constructional materials running temporary storage platform more, by discharging platform also can carry out various build finishing by laying bricks or stones and whitewash wait operation, and realize secondary structure construct in the transport of building block, mortar etc.After having constructed when Rotating fields a certain in highrise building, the building waste of its inside has needed to remove in time.The discharging platform in single homework face just can not address this problem.
In order to make up this functional defect of common discharging platform, this gives a kind of construction site discharging platform.As shown in Figures 1 to 5, this discharging platform is framework based on the common discharging platform set up by steel pipe scaffold, forms a kind of discharging platform of multilayer platform complex formula.Specifically, the discharging platform of described complex formula comprises the discharging platform being arranged on underlying platform 1(on construction plant i.e. single homework face), and set up the multiple upper platforms above underlying platform 1 along building vertical height, especially, the area size of upper platform is less than the area size of the platform below it.
The height of the discharging platform of the present embodiment can continue, and meets the construction requirement of highrise building.Its special feature is, the height setting up the underlying platform 1 on ground does not change, just continue to set up required two-layer platform 2 above underlying platform 1 and three layers of platform 3(are shown in shown in Fig. 2 and Fig. 3), on the basis of three layers of platform 3, can also continue to set up new upper platform.Alternatively, the discharging platform of the present embodiment is its height of stepped extension.For every one deck platform, it is all an independently discharging platform.Like this, the building waste between floor just can be clear timely by corresponding platform, meanwhile, every layer of platform can also be implemented variously build finishing by laying bricks or stones and the operation such as to whitewash.
The same with common discharging platform, the discharging platform of the present embodiment is set up in building side, every layer of platform is all fixedly connected with building by wall-connecting piece, the surrounding of every layer of platform is provided with close order protective screening and bridging, thus ensure that stability and the safety of discharging platform entirety and its every layer platform.
As the embodiment of described discharging platform, this gives a kind of staged discharging platform with 3 platforms.As shown in Figure 3, described discharging platform is made up of 3 layers of platform, comprise the underlying platform 1 set up and go up on construction ground, two-layer platform 2 is set up above underlying platform 1, three layers of platform 3 are set up above two-layer platform 2, three layers of platform 3 are between two-layer platform 2 and underlying platform 1, and the wall-connecting piece of each platform adopts two steps three across setting.Build for improving discharging platform further, all lay wooden springboard under the vertical rod of described underlying platform 1, two-layer platform 2 and three layers of platform 3, the work plane of each platform all lays steel springboard, and the work plane surrounding of each platform arranges guard rail and baseboard.
Because two-layer platform 2 is set up above underlying platform 1, three layers of platform 3 are set up above two-layer platform 2, consider stability and the safety of discharging platform entirety and its every layer platform, as preferably, the area size of underlying platform 1 is 6m × 4.5m, the area size of two-layer platform 2 is 4.2m × 4.5m, and the area size of three layers of platform 3 is 2.1m × 4.5m.Vertical rod transfer is 667mm, and advance is 642mm, and bar of sweeping the floor is apart from ground 200mm, and vertical rod lower berth wood springboard, vertical rod layout 1800, wall-connecting piece two step three is across setting, and operation plane completely spreads steel springboard, guard rail height 1.2m, and arranges baseboard.
The utility model is done above in conjunction with the embodiments and further described, but the utility model is not limited to above-mentioned embodiment, in the ken that one skilled in the relevant art possesses, can also make a variety of changes under the prerequisite not departing from the utility model aim.
Claims (4)
1. construction site discharging platform, it is characterized in that, described discharging platform is the multilayer platform complex set up by steel pipe scaffold, comprise the underlying platform be arranged on construction plant, and set up the multiple upper platforms above underlying platform along building vertical height, the area size of upper platform is less than the area size of the platform below it, and every layer of platform is all fixedly connected with building by wall-connecting piece, and the surrounding of every layer of platform is provided with close order protective screening and bridging.
2. construction site discharging platform according to claim 1, it is characterized in that, described discharging platform is made up of 3 layers of platform, comprise the underlying platform set up and go up on construction ground, two-layer platform is set up above underlying platform, above two-layer platform, set up three layers of platform, three layers of platform are between two-layer platform and underlying platform, and the wall-connecting piece of each platform adopts two steps three across setting.
3. construction site discharging platform according to claim 2, it is characterized in that, all lay wooden springboard under the vertical rod of described underlying platform, two-layer platform and three layers of platform, the work plane of each platform all lays steel springboard, and the work plane surrounding of each platform arranges guard rail and baseboard.
4. the construction site discharging platform according to Claims 2 or 3, is characterized in that, the area size of described underlying platform is 6m × 4.5m, and the area size of two-layer platform is 4.2m × 4.5m, and the area size of three layers of platform is 2.1m × 4.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520400483.4U CN204782013U (en) | 2015-06-11 | 2015-06-11 | Construction scene platform of unloading |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520400483.4U CN204782013U (en) | 2015-06-11 | 2015-06-11 | Construction scene platform of unloading |
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| Publication Number | Publication Date |
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| CN204782013U true CN204782013U (en) | 2015-11-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520400483.4U Expired - Fee Related CN204782013U (en) | 2015-06-11 | 2015-06-11 | Construction scene platform of unloading |
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| CN (1) | CN204782013U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795133A (en) * | 2017-11-30 | 2018-03-13 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform and its construction method |
| CN110792270A (en) * | 2019-10-31 | 2020-02-14 | 中冶天工集团有限公司 | Simple U-shaped support for building |
| CN110792269A (en) * | 2019-10-31 | 2020-02-14 | 中冶天工集团有限公司 | Discharging platform for multi-storey building construction and construction method thereof |
| CN116623925A (en) * | 2022-11-30 | 2023-08-22 | 上海宝冶集团有限公司 | Operation platform for building ultra-high super-span masonry wall and application method thereof |
-
2015
- 2015-06-11 CN CN201520400483.4U patent/CN204782013U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795133A (en) * | 2017-11-30 | 2018-03-13 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform and its construction method |
| CN107795133B (en) * | 2017-11-30 | 2024-03-22 | 中建四局第六建筑工程有限公司 | Integral protective frame platform and construction method thereof |
| CN110792270A (en) * | 2019-10-31 | 2020-02-14 | 中冶天工集团有限公司 | Simple U-shaped support for building |
| CN110792269A (en) * | 2019-10-31 | 2020-02-14 | 中冶天工集团有限公司 | Discharging platform for multi-storey building construction and construction method thereof |
| CN116623925A (en) * | 2022-11-30 | 2023-08-22 | 上海宝冶集团有限公司 | Operation platform for building ultra-high super-span masonry wall and application method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151118 Termination date: 20160611 |