CN203755630U - Simple support and construction platform thereof - Google Patents
Simple support and construction platform thereof Download PDFInfo
- Publication number
- CN203755630U CN203755630U CN201420091776.4U CN201420091776U CN203755630U CN 203755630 U CN203755630 U CN 203755630U CN 201420091776 U CN201420091776 U CN 201420091776U CN 203755630 U CN203755630 U CN 203755630U
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- steel
- steel girder
- overhung
- channel
- cantilever steel
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a simple support and a construction platform of the simple support. The simple support comprises an overhung steel beam. One end of the overhung steel beam is fixedly connected with two parallel steel channels which are perpendicular to the overhung steel beam, and the two steel channels are spaced by a certain distance. The other end of the overhung steel beam is fixedly provided with handrails, and the handrail and the steel channels are located in the two sides of the overhung steel beam respectively. By means of the structure, due to the fact that the two steel channels are clamped on a steel beam or a concrete beam of a construction site, the overhung steel beam of the simple support is basically in the horizontal position which serves as the criterion, the distance between two adjacent simple supports is determined according to the length of a wood frame board, the wood frame board can be erected on the overhung steel beams of the two adjacent simple supports and is fixed by being bound through steel wires, a fence is set up through the handrails and therefore the construction platform can be set up rapidly and simply and can be demounted, mounted and used repeatedly and is extremely convenient to use.
Description
Technical field
The utility model relates to the simple rack that is used for building operation platform in a kind of building, and the operation platform being built by this simple rack.
Background technology
Carry out that window sealing, plumbing eminence transverse tube are installed and other high-rise working processes in, danger is larger.Way normally, was set up double of console mode in the past, and so not only construction period is longer, has delayed programming, and construction working amount is larger, has wasted limited human resources.
Summary of the invention
Technical problem to be solved in the utility model is: provide one to build operation platform simple rack easily.
For solving the problems of the technologies described above, the technical solution of the utility model is: a kind of simple rack, comprise cantilever steel girder, one end of described cantilever steel girder is fixedly connected with two channel-section steels, two described channel-section steels parallel, and mutually vertical with described cantilever steel girder, between two described channel-section steels, are separated with certain distance, the other end of described cantilever steel girder is installed with railing, and described railing and described channel-section steel lay respectively at the both sides of described cantilever steel girder.
As a kind of preferred version, two described channel-section steels and described cantilever steel girder weld together.
As a kind of preferred version, described railing is steel pipe and is welded on described cantilever steel girder.
As a kind of preferred version, between the nearer described channel-section steel of described railing and described cantilever steel girder, support bar is installed.
As a kind of preferred version, described support bar is screw-thread steel.
Owing to having adopted technique scheme, distance between two channel-section steels is according to the girder steel on use building site or the thickness setting of concrete beam, can be stuck in channel-section steel described in two on the girder steel or concrete beam of construction site, and make the cantilever steel girder of simple rack substantially be horizontal and be as the criterion, determine the width at interval between two adjacent simple racks by the length of yoke plate, make yoke plate can frame on the cantilever steel girder of two adjacent simple racks, by iron wire, yoke plate is tied up fixing, build fence by railing, thereby can erect fast an operation platform, and the recursive dismounting of this operation platform is used, very convenient, the formation of this simple rack is used channel-section steel, because channel-section steel is more common in work progress, and be used on this simple rack completely enough as the channel-section steel of construction clout, therefore can play cost-saving effect.
In the time that the length of described cantilever steel girder is longer, in order to increase the supporting capacity of cantilever steel girder, therefore between the described channel-section steel nearer apart from described railing and cantilever steel girder, support bar is installed, to increase the supporting capacity of cantilever steel girder.
The utility model relates to a kind of operation platform, and described operation platform comprises at least two described simple racks, described simple rack spread configuration, and described in adjacent two, between the cantilever steel girder of simple rack, lay has frame plate.
brief description of the drawings
The following drawings is only intended to the utility model to schematically illustrate and explain, does not limit scope of the present utility model.Wherein:
Fig. 1 is the structural representation of the utility model embodiment simple rack;
In figure: 1-railing; 2-cantilever steel girder; 3-support bar; 4-channel-section steel.
Detailed description of the invention
Below in conjunction with drawings and Examples, further set forth the utility model.In the following detailed description, only by the mode of explanation, some example embodiment of the present utility model has been described.Undoubtedly, those of ordinary skill in the art can recognize, in the situation that not departing from spirit and scope of the present utility model, can revise described embodiment by various mode.Therefore, accompanying drawing is illustrative with being described in essence, instead of for limiting the protection domain of claim.
As shown in Figure 1, a kind of simple rack, comprise cantilever steel girder 2, one end of described cantilever steel girder 2 is fixedly connected with two channel-section steels 4, , two described channel-section steels 4 select the mode of welding to link together with described cantilever steel girder 2 conventionally, two described channel-section steels 4 parallel, and mutually vertical with described cantilever steel girder 2, two 4, described channel-section steels are separated with certain distance, distance between two channel-section steels 4 is according to the girder steel on use building site or the thickness setting of concrete beam, can be stuck in channel-section steel described in two 4 on the girder steel or concrete beam of construction site, and make the cantilever steel girder 2 of simple rack substantially be horizontal and be as the criterion, the other end of described cantilever steel girder 2 is installed with railing 1, described railing 1 and described channel-section steel 4 lay respectively at described in the both sides of described cantilever steel girder 2 railing 1 for steel pipe and are welded on described cantilever steel girder 2.
Longer in described cantilever steel girder 2 length, when the power that need to bear is larger, between the described channel-section steel 4 nearer apart from described railing 1 and cantilever steel girder 2, support bar 3 is installed, described support bar 3 is generally screw-thread steel, can certainly adopt other suitable materials.
When use, determine the width at interval between two adjacent simple racks by the length of yoke plate, make yoke plate can frame on the cantilever steel girder 2 of two adjacent simple racks, by iron wire, yoke plate is tied up fixing, build fence by railing 1, thereby can erect fast an operation platform.
The utility model also comprises a kind of operation platform, and described operation platform comprises at least two above-mentioned simple racks, described simple rack spread configuration, and described in adjacent two, between the cantilever steel girder 2 of simple rack, lay has frame plate.This operation platform is built by above-mentioned simple rack, convenient and swift, and efficiency of construction is high.
Description of the present utility model provides for example with for the purpose of describing, and is not exhaustively or by the utility model to be limited to disclosed form.Many modifications and variations are obvious for the ordinary skill in the art.Selecting and describing embodiment is for better explanation principle of the present utility model and practical application, thereby and makes those of ordinary skill in the art can understand the utility model design to be suitable for the various embodiment with various amendments of special-purpose.
Claims (6)
1. simple rack, comprise cantilever steel girder, it is characterized in that: one end of described cantilever steel girder is fixedly connected with two channel-section steels, two described channel-section steels parallel, and mutually vertical with described cantilever steel girder, between two described channel-section steels, be separated with certain distance, the other end of described cantilever steel girder is installed with railing, and described railing and described channel-section steel lay respectively at the both sides of described cantilever steel girder.
2. simple rack as claimed in claim 1, is characterized in that: two described channel-section steels and described cantilever steel girder weld together.
3. simple rack as claimed in claim 1, is characterized in that: described railing is steel pipe and is welded on described cantilever steel girder.
4. simple rack as claimed in claim 1, is characterized in that: between the nearer described channel-section steel of described railing and described cantilever steel girder, support bar is installed.
5. simple rack as claimed in claim 4, is characterized in that: described support bar is screw-thread steel.
6. operation platform, is characterized in that: described operation platform comprises at least two described simple racks, described simple rack spread configuration, and described in adjacent two, between the cantilever steel girder of simple rack, lay has frame plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420091776.4U CN203755630U (en) | 2014-03-03 | 2014-03-03 | Simple support and construction platform thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420091776.4U CN203755630U (en) | 2014-03-03 | 2014-03-03 | Simple support and construction platform thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203755630U true CN203755630U (en) | 2014-08-06 |
Family
ID=51250921
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420091776.4U Expired - Fee Related CN203755630U (en) | 2014-03-03 | 2014-03-03 | Simple support and construction platform thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203755630U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818859A (en) * | 2015-05-27 | 2015-08-05 | 中冶建工集团有限公司 | Method for installing construction platform of rail transit elevated station |
| CN104895322A (en) * | 2015-05-20 | 2015-09-09 | 江苏中南建筑产业集团有限责任公司 | Steel template laying cantilever frame |
| CN105926916A (en) * | 2016-05-24 | 2016-09-07 | 杭州江润科技有限公司 | Cable-stayed suspended combined supporting system and construction method based on intelligent monitoring |
| CN108951645A (en) * | 2018-07-12 | 2018-12-07 | 中交二公局第三工程有限公司 | A kind of method and device facilitating bracing members pressurization pressure discharge operations |
| CN110273537A (en) * | 2019-08-05 | 2019-09-24 | 广州中石科技有限公司 | Self-locking Cantilever Beams, bogey and job platform |
| CN110359692A (en) * | 2019-06-24 | 2019-10-22 | 中国五冶集团有限公司 | A kind of rod-pulling type scaffolding structure |
| CN110512945A (en) * | 2019-09-05 | 2019-11-29 | 上海建工二建集团有限公司 | Vertical rod fixing device and installation method of safety protection railing |
| CN114086752A (en) * | 2021-10-21 | 2022-02-25 | 中国五冶集团有限公司 | Movable cantilever platform device for roof structure |
-
2014
- 2014-03-03 CN CN201420091776.4U patent/CN203755630U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895322A (en) * | 2015-05-20 | 2015-09-09 | 江苏中南建筑产业集团有限责任公司 | Steel template laying cantilever frame |
| CN104818859A (en) * | 2015-05-27 | 2015-08-05 | 中冶建工集团有限公司 | Method for installing construction platform of rail transit elevated station |
| CN104818859B (en) * | 2015-05-27 | 2017-01-04 | 中冶建工集团有限公司 | The installation method of orbit traffic overhead station operation platform |
| CN105926916A (en) * | 2016-05-24 | 2016-09-07 | 杭州江润科技有限公司 | Cable-stayed suspended combined supporting system and construction method based on intelligent monitoring |
| CN108951645A (en) * | 2018-07-12 | 2018-12-07 | 中交二公局第三工程有限公司 | A kind of method and device facilitating bracing members pressurization pressure discharge operations |
| CN110359692A (en) * | 2019-06-24 | 2019-10-22 | 中国五冶集团有限公司 | A kind of rod-pulling type scaffolding structure |
| CN110273537A (en) * | 2019-08-05 | 2019-09-24 | 广州中石科技有限公司 | Self-locking Cantilever Beams, bogey and job platform |
| CN110273537B (en) * | 2019-08-05 | 2024-08-23 | 广州中石科技有限公司 | Self-locking cantilever beam, bearing device and operation platform |
| CN110512945A (en) * | 2019-09-05 | 2019-11-29 | 上海建工二建集团有限公司 | Vertical rod fixing device and installation method of safety protection railing |
| CN114086752A (en) * | 2021-10-21 | 2022-02-25 | 中国五冶集团有限公司 | Movable cantilever platform device for roof structure |
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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: 20140806 Termination date: 20210303 |