CN204401997U - A kind of suspension type ceiling construction scaffold - Google Patents
A kind of suspension type ceiling construction scaffold Download PDFInfo
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- CN204401997U CN204401997U CN201420721269.4U CN201420721269U CN204401997U CN 204401997 U CN204401997 U CN 204401997U CN 201420721269 U CN201420721269 U CN 201420721269U CN 204401997 U CN204401997 U CN 204401997U
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Abstract
The utility model discloses a kind of suspension type ceiling construction scaffold, comprise scaffold body, described scaffold body comprises the some support rails be connected between crossbeam, described some support rails are fixedly connected with suspended working platform, further, described some support rails are provided with some suspension rods.The beneficial effects of the utility model: by the ceiling construction scope of operation is carried out installation exercise from traditional furred ceiling surface layer that forwards to below furred ceiling, thus floor engineering and furred ceiling engineering can be carried out simultaneously, and because this scaffold does not need big machinery to install, thus effectively reduce input and the construction floor space of manpower and materials, and then reach and effectively improve speed of application and saved construction cost, and then reach the economic results in society significantly improving ceiling construction.
Description
Technical field
The utility model relates to roof furred ceiling technical field of construction equipment, specifically, relates to a kind of suspension type ceiling construction scaffold.
Background technology
Traditional ceiling construction operation all needs to set up dissimilar scaffold work platform below furred ceiling, and working platform during workman's construction operation all below this furred ceiling carries out.On the one hand, because these scaffold floor spaces are large, set up the workload needed for this scaffold, circulation material and potential safety hazard more simultaneously, make it often become the key of restriction ceiling construction.Further, due to scaffold building also often with ground surface works cross influence, cause ceiling construction operation and ground construction operation synchronously not carry out, speed of application can not effectively be promoted.On the other hand, existing scaffold cost is higher, causes construction operation cost can not effectively reduce and control.
And the problem of restriction construction operation speed uneconomical for furred ceiling scaffold existing in above-mentioned correlation technique, not yet proposes effective solution at present.
Utility model content
And the problem of restriction construction operation speed uneconomical for existing scaffold above-mentioned in correlation technique, the utility model proposes a kind of suspension type ceiling construction scaffold, effectively can ensure that the normal construction of ground surface works, again reduce engineering cost, ensure that ground construction and personnel pass through and the safety of transport of materials simultaneously, have significant economic benefit and social benefit.
For realizing above-mentioned technical purpose, the technical solution of the utility model is achieved in that
A kind of suspension type ceiling construction scaffold, comprise scaffold body, described scaffold body comprises the some support rails be connected between crossbeam, and described some support rails are fixedly connected with suspended working platform, further, described some support rails are provided with some suspension rods.
Further, described suspended working platform comprises the some vertical support bar be arranged on described support rail, wherein, the bottom of the described vertical support bar of the same side is fixedly connected with by the first horizontal fixed bar, the top of the described vertical support bar of homonymy is not all fixedly connected with by the second horizontal fixed bar with bottom, further, between the described first horizontal fixed bar and described second horizontal fixed bar of described vertical support bar bottom, some wooden springboards are equipped with.
Further, the second horizontal fixed bar being positioned at described vertical support bar top is positioned at the top of described support rail.
Further, described first horizontal fixed bar with between described vertical support bar and described second horizontal fixed bar be fixedly connected with by fastener with between described vertical support bar.
Further, described vertical support bar and described suspension rod are evenly arranged on described support rail, and described vertical support bar and described suspension rod are arranged on described support rail in mode spaced apart.
Further, fireprotection layer is provided with outside described suspension rod and described wooden springboard.
Further, safety net is provided with below described wooden springboard.
Further, the spacing between described support rail and described first horizontal fixed bar is 1500mm, and the maximum value of the spacing between described vertical support bar and the spacing between described suspension rod is 1600mm.
Further, described support rail is square steel pipe, and described suspension rod is galvanizing angle steel suspension rod.
The beneficial effects of the utility model: by the ceiling construction scope of operation is carried out installation exercise from traditional furred ceiling surface layer that forwards to below furred ceiling, thus floor engineering and furred ceiling engineering can be carried out simultaneously, and because this scaffold does not need big machinery to install, thus effectively reduce input and the construction floor space of manpower and materials, and then reach and effectively improve speed of application and saved construction cost, and then reach the economic results in society significantly improving ceiling construction.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the suspension type ceiling construction scaffold according to the utility model embodiment.
In figure:
1, scaffold body; 2, crossbeam; 3, support rail; 4, suspended working platform; 5, suspension rod; 6, vertical support bar; 7, the first horizontal fixed bar; 8, the second horizontal fixed bar; 9, wooden springboard.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art obtain, all belongs to the scope of the utility model protection.
As shown in Figure 1, suspension type ceiling construction scaffold according to embodiment of the present utility model, comprise scaffold body 1, described scaffold body 1 comprises the some support rails 3 be connected between crossbeam 2, described some support rails 3 are fixedly connected with suspended working platform 4, further, described some support rails 3 are provided with some suspension rods 5.
In addition, in a specific embodiment, described suspended working platform 4 comprises the some vertical support bar 6 be arranged on described support rail 3, wherein, the bottom of the described vertical support bar 6 of the same side is fixedly connected with by the first horizontal fixed bar 7, the top of the described vertical support bar 6 of homonymy is not all fixedly connected with by the second horizontal fixed bar 8 with bottom, and, some wooden springboards 9 are equipped with between the described first horizontal fixed bar 7 and described second horizontal fixed bar 8 of described vertical support bar 6 bottom, the the second horizontal fixed bar 8 being positioned at described vertical support bar 6 top is positioned at the top of described support rail 3, described first horizontal fixed bar 7 with between described vertical support bar 6 and described second horizontal fixed bar 8 be fixedly connected with by fastener with between described vertical support bar 6.
In addition, in another embodiment, described vertical support bar 6 and described suspension rod 5 are evenly arranged on described support rail, and, described vertical support bar 6 and described suspension rod 5 are arranged on described support rail in mode spaced apart, fireprotection layer is provided with outside described suspension rod 5 and described wooden springboard 9, safety net is provided with below described wooden springboard 9, spacing between described support rail 3 and described first horizontal fixed bar 7 is 1500mm, the maximum value of the spacing between described vertical support bar 6 and the spacing between described suspension rod 5 is 1600mm, described support rail 3 is square steel pipe, described suspension rod 5 is galvanizing angle steel suspension rod.
Conveniently understand technique scheme of the present utility model, below by way of in concrete mode of occupation, technique scheme of the present utility model is described in detail.
When specifically using, first described support rail 3 is arranged on described crossbeam 2, then described vertical support bar 6 is fixed on described support rail 3, then fixes described first horizontal cross bar 7 and described second water balance bar 8 for fixing described vertical support bar 6; Finally, described suspension rod 5 be fixedly installed on described support rail 3 and lay described wooden springboard 9, and, below described wooden springboard 9, safety net is set.
When specifically using, according to construction requirement, the distance between described support rail 3 and described first horizontal cross bar 7 is 1500mm, and the distance maximum value between described vertical support bar 6 and between described suspension rod 5 is 1600mm.
In sum, by means of technique scheme of the present utility model, by the ceiling construction scope of operation is carried out installation exercise from traditional furred ceiling surface layer that forwards to below furred ceiling, thus floor engineering and furred ceiling engineering can be carried out simultaneously, and because this scaffold does not need big machinery to install, thus effectively reduce input and the construction floor space of manpower and materials, and then reach and effectively improve speed of application and saved construction cost, and then reach the economic results in society significantly improving ceiling construction.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (9)
1. a suspension type ceiling construction scaffold, it is characterized in that, comprise scaffold body (1), described scaffold body (1) comprises the some support rails (3) be connected between crossbeam (2), described some support rails (3) are fixedly connected with suspended working platform (4), further, described some support rails (3) are provided with some suspension rods (5).
2. suspension type ceiling construction scaffold according to claim 1, it is characterized in that, described suspended working platform (4) comprises the some vertical support bar (6) be arranged on described support rail (3), wherein, the bottom of the described vertical support bar (6) of the same side is fixedly connected with by the first horizontal fixed bar (7), the top of the described vertical support bar (6) of homonymy is not all fixedly connected with by the second horizontal fixed bar (8) with bottom, and, be positioned between the described first horizontal fixed bar (7) of described vertical support bar (6) bottom and described second horizontal fixed bar (8) and be equipped with some wooden springboards (9).
3. suspension type ceiling construction scaffold according to claim 2, is characterized in that, the second horizontal fixed bar (8) being positioned at described vertical support bar (6) top is positioned at the top of described support rail (3).
4. suspension type ceiling construction scaffold according to claim 2, it is characterized in that, described first horizontal fixed bar (7) with between described vertical support bar (6) and described second horizontal fixed bar (8) be fixedly connected with by fastener with between described vertical support bar (6).
5. suspension type ceiling construction scaffold according to claim 2, it is characterized in that, described vertical support bar (6) and described suspension rod (5) are evenly arranged on described support rail, further, described vertical support bar (6) and described suspension rod (5) are arranged on described support rail in mode spaced apart.
6. suspension type ceiling construction scaffold according to claim 2, is characterized in that, described suspension rod (5) and described wooden springboard (9) outside are provided with fireprotection layer.
7. suspension type ceiling construction scaffold according to claim 2, is characterized in that, described wooden springboard (9) below is provided with safety net.
8. suspension type ceiling construction scaffold according to claim 2, it is characterized in that, spacing between described support rail (3) and described first horizontal fixed bar (7) is 1500mm, and the maximum value of the spacing between described vertical support bar (6) and the spacing between described suspension rod (5) is 1600mm.
9. suspension type ceiling construction scaffold as claimed in any of claims 1 to 8, is characterized in that, described support rail (3) is square steel pipe, and described suspension rod (5) is galvanizing angle steel suspension rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420721269.4U CN204401997U (en) | 2014-11-26 | 2014-11-26 | A kind of suspension type ceiling construction scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420721269.4U CN204401997U (en) | 2014-11-26 | 2014-11-26 | A kind of suspension type ceiling construction scaffold |
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| CN204401997U true CN204401997U (en) | 2015-06-17 |
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| CN201420721269.4U Active CN204401997U (en) | 2014-11-26 | 2014-11-26 | A kind of suspension type ceiling construction scaffold |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064672A (en) * | 2015-07-16 | 2015-11-18 | 广州市第一建筑工程有限公司 | Construction platform for hanging bracket and safety net of complicated reticulated shell roof |
| CN105298099A (en) * | 2015-11-17 | 2016-02-03 | 中国建筑第八工程局有限公司 | Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof |
| CN106760617A (en) * | 2016-12-13 | 2017-05-31 | 中国二冶集团有限公司 | A kind of inspection platform translation construction method |
| CN106760618A (en) * | 2016-12-13 | 2017-05-31 | 中国二冶集团有限公司 | A kind of inspection platform integral translation construction method |
| CN107642225A (en) * | 2017-09-21 | 2018-01-30 | 广西壮族自治区冶金建设公司 | A kind of hanging scaffold and its assembly and method for dismounting |
| CN109098429A (en) * | 2018-09-25 | 2018-12-28 | 中信国安建工集团有限公司 | For volumed space building inner top constructing device |
| CN109252675A (en) * | 2018-11-02 | 2019-01-22 | 中铁二十三局集团第二工程有限公司 | Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling |
| CN110409784A (en) * | 2019-07-09 | 2019-11-05 | 中国建筑第八工程局有限公司 | The very useful operating platform of beam string formula daylighting and its construction method |
| CN111706056A (en) * | 2020-06-18 | 2020-09-25 | 上海建工集团股份有限公司 | Construction device for scaffold, scaffold system and construction method thereof |
| CN114892933A (en) * | 2022-04-26 | 2022-08-12 | 中冶天工集团有限公司 | Adjustable platform for pipeline construction under platform beam and using method |
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2014
- 2014-11-26 CN CN201420721269.4U patent/CN204401997U/en active Active
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064672A (en) * | 2015-07-16 | 2015-11-18 | 广州市第一建筑工程有限公司 | Construction platform for hanging bracket and safety net of complicated reticulated shell roof |
| CN105298099A (en) * | 2015-11-17 | 2016-02-03 | 中国建筑第八工程局有限公司 | Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof |
| CN106760617A (en) * | 2016-12-13 | 2017-05-31 | 中国二冶集团有限公司 | A kind of inspection platform translation construction method |
| CN106760618A (en) * | 2016-12-13 | 2017-05-31 | 中国二冶集团有限公司 | A kind of inspection platform integral translation construction method |
| CN106760617B (en) * | 2016-12-13 | 2019-06-18 | 中国二冶集团有限公司 | A kind of inspection platform translation construction method |
| CN106760618B (en) * | 2016-12-13 | 2019-06-18 | 中国二冶集团有限公司 | A kind of inspection platform integral translation construction method |
| CN107642225A (en) * | 2017-09-21 | 2018-01-30 | 广西壮族自治区冶金建设公司 | A kind of hanging scaffold and its assembly and method for dismounting |
| CN109098429A (en) * | 2018-09-25 | 2018-12-28 | 中信国安建工集团有限公司 | For volumed space building inner top constructing device |
| CN109252675A (en) * | 2018-11-02 | 2019-01-22 | 中铁二十三局集团第二工程有限公司 | Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling |
| CN110409784A (en) * | 2019-07-09 | 2019-11-05 | 中国建筑第八工程局有限公司 | The very useful operating platform of beam string formula daylighting and its construction method |
| CN111706056A (en) * | 2020-06-18 | 2020-09-25 | 上海建工集团股份有限公司 | Construction device for scaffold, scaffold system and construction method thereof |
| CN114892933A (en) * | 2022-04-26 | 2022-08-12 | 中冶天工集团有限公司 | Adjustable platform for pipeline construction under platform beam and using method |
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