CN205330202U - Take out post span wire reinforced structure - Google Patents
Take out post span wire reinforced structure Download PDFInfo
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- CN205330202U CN205330202U CN201620059302.0U CN201620059302U CN205330202U CN 205330202 U CN205330202 U CN 205330202U CN 201620059302 U CN201620059302 U CN 201620059302U CN 205330202 U CN205330202 U CN 205330202U
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- crossbeam
- roofing
- reinforced column
- suspension cable
- take out
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Abstract
The utility model discloses a take out post span wire reinforced structure, including two piece at least stands, crossbeam and support the roofing crossbeam on of support on at least two stands, the reinforced structure still includes first reinforcement post, the post is consolidated to the second, span wire and a plurality of jibs, the lower extreme of first reinforcement post and second reinforcement post supports on two stands, the upper end of first reinforcement post and the upper end of second reinforcement post extend to the top of roofing respectively, the span wire is located the top of roofing and fixed connection is distinguished at first reinforcement post and second reinforcement post in both ends, the extending direction of a plurality of jib edge crossbeams sets gradually, the lower extreme and the crossbeam relatively fixed of a plurality of jibs, the upper end of a plurality of jibs extend to the roofing the top and with span wire relatively fixed. The utility model provides a span wire reinforced structure does not basically influence layer height and performance under the roof beam, and the span can be very big, does not lead to the fact destruction to primary structure and fitment in addition.
Description
Technical field
This utility model relates to building construction field, is specifically related to a kind of take out the ruggedized construction after post。
Background technology
In improvement and design, in order to meet new applicable functional requirement, expansion space demand, often to take out pillar to add being suitable for of large space。Traditional post of taking out is generally adopted joist reinforcing, meets large span requirement by beam enlarging section, as it is shown in figure 1,110 is former column, 120 is former crossbeam；130 for taking out post；140 is reinforcement part, and this method has several limitation: 1, and enlarging section can cause that deck-molding increases, and reduces spatial altitude, and impact uses function；2, the beam being not suitable for super-span is reinforced, and general normal concrete beams Limit Span to control within 15 meters, is generally adopted prestressing force or strengthening concrete beam more than 15 meters, but owing to reinforcing the restriction in space, both approaches basic operation space；3, amount of deflection is excessive, and crack should not control, and impact uses function。
Summary of the invention
For solving above-mentioned technical problem, goal of the invention of the present utility model is in that to provide one to take out post suspension cable ruggedized construction, has substantially no effect on layer height and serviceability under beam, and span can be very big, and original structure and finishing is not damaged。
For achieving the above object, this utility model provides following technical scheme: one takes out post suspension cable ruggedized construction, described ruggedized construction includes at least two root posts, it is supported on the crossbeam at least two described columns and is supported on the roofing on described crossbeam, described ruggedized construction also includes the first reinforced column, second reinforced column, suspension cable and some suspension rods, the lower end of described first reinforced column and the second reinforced column is supported on two described columns, the upper end of described first reinforced column and the upper end of the second reinforced column extend respectively to the top of described roofing, described suspension cable is positioned at the top of described roofing and two ends are respectively fixedly connected with on described first reinforced column and described second reinforced column, some described suspension rods set gradually along the bearing of trend of described crossbeam, the lower end of some described suspension rods and described crossbeam are relatively fixed, the upper end of some described suspension rods extends to the top of described roofing and is relatively fixed with described suspension cable。
In technique scheme, described suspension cable parabolically shape。
In technique scheme, described suspension cable is steel wire rope。
In technique scheme, described suspension rod is along the uniform setting of bearing of trend of described crossbeam。
In technique scheme, described suspension rod is round steel or eyebar or steel strand cable。
Owing to technique scheme is used, this utility model compared with prior art has the advantage that
1, floor height and use function under beam are had substantially no effect on；
2, span can reach very big, it might even be possible to takes out post continuously；
3, construction carries out on beam top, it is possible to avoid the destruction to original structure and finishing, relatively economical。
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described 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 premise not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings。
Fig. 1 is the schematic diagram taking out post increasing section ruggedized construction in prior art；
Fig. 2 is the schematic diagram taking out post suspension cable ruggedized construction disclosed in this utility model。
Wherein, 110, former column；120, former crossbeam；130, post is taken out；140, reinforcement；210, column；220, crossbeam；310, the first reinforced column；320, the second reinforced column；330, suspension cable；340, suspension rod。
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described。Obviously, described embodiment is only a part of embodiment of this utility model, rather than whole embodiments。Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection。
Embodiment one:
Referring to Fig. 2, as shown in legend therein, one takes out post suspension cable ruggedized construction, above-mentioned ruggedized construction includes two root posts 210, it is supported on the crossbeam 220 on two root posts 210 and is supported on the roofing (not shown) on crossbeam 220, taking out post 230 is the pillar extracted, above-mentioned ruggedized construction also includes the first reinforced column 310, second reinforced column 320, suspension cable 330 and some suspension rods 340, the lower end of the first reinforced column 310 and the second reinforced column 320 is supported on two root posts 210, the upper end of the first reinforced column 310 and the upper end of the second reinforced column 320 extend respectively to the top of roofing, suspension cable 330 is positioned at the top of roofing and two ends are respectively fixedly connected with on the first reinforced column 310 and the second reinforced column 320, some suspension rods 340 set gradually along the bearing of trend of crossbeam 320, the lower end of some suspension rods 340 and crossbeam 320 are relatively fixed, the upper end of some suspension rods 340 extends to the top of roofing and is relatively fixed with suspension cable 330。
Wherein, suspension cable 330 parabolically shape, suspension cable 330 is steel wire rope, and suspension rod 340 is along the uniform setting of bearing of trend of crossbeam 220, and suspension rod 340 is round steel or eyebar or steel strand cable。
It is more than the description to this utility model embodiment, by the described above to the disclosed embodiments, makes professional and technical personnel in the field be capable of or use this utility model。The multiple amendment of these embodiments be will be apparent from for those skilled in the art, and generic principles defined herein when without departing from spirit or scope of the present utility model, can realize in other embodiments。Therefore, this utility model is not intended to be limited to the embodiments shown herein, and is to fit to the widest scope consistent with principles disclosed herein and features of novelty。
Claims (5)
1. take out post suspension cable ruggedized construction for one kind, described ruggedized construction includes at least two root posts, it is supported on the crossbeam at least two described columns and is supported on the roofing on described crossbeam, it is characterized in that, described ruggedized construction also includes the first reinforced column, second reinforced column, suspension cable and some suspension rods, the lower end of described first reinforced column and the second reinforced column is supported on two described columns, the upper end of described first reinforced column and the upper end of the second reinforced column extend respectively to the top of described roofing, described suspension cable is positioned at the top of described roofing and two ends are respectively fixedly connected with on described first reinforced column and described second reinforced column, some described suspension rods set gradually along the bearing of trend of described crossbeam, the lower end of some described suspension rods and described crossbeam are relatively fixed, the upper end of some described suspension rods extends to the top of described roofing and is relatively fixed with described suspension cable。
2. according to claim 1 take out post suspension cable ruggedized construction, it is characterised in that described suspension cable parabolically shape。
3. according to claim 1 take out post suspension cable ruggedized construction, it is characterised in that described suspension cable is steel wire rope。
4. according to claim 1 take out post suspension cable ruggedized construction, it is characterised in that described suspension rod is along the uniform setting of bearing of trend of described crossbeam。
5. according to claim 1 take out post suspension cable ruggedized construction, it is characterised in that described suspension rod is round steel or eyebar or steel strand cable。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620059302.0U CN205330202U (en) | 2016-01-21 | 2016-01-21 | Take out post span wire reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620059302.0U CN205330202U (en) | 2016-01-21 | 2016-01-21 | Take out post span wire reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205330202U true CN205330202U (en) | 2016-06-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620059302.0U Active CN205330202U (en) | 2016-01-21 | 2016-01-21 | Take out post span wire reinforced structure |
Country Status (1)
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| CN (1) | CN205330202U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836848A (en) * | 2017-01-16 | 2017-06-13 | 山东飞越钢结构工程有限公司 | A kind of 3D modules take out column method |
| CN109537929A (en) * | 2018-11-30 | 2019-03-29 | 北京市建筑工程研究院有限责任公司 | Demolishing columns bracing means and reinforcement means |
| CN115263013A (en) * | 2022-07-19 | 2022-11-01 | 中冶检测认证有限公司 | Industrial plant joist column cutting method and industrial plant joist structure |
-
2016
- 2016-01-21 CN CN201620059302.0U patent/CN205330202U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836848A (en) * | 2017-01-16 | 2017-06-13 | 山东飞越钢结构工程有限公司 | A kind of 3D modules take out column method |
| CN109537929A (en) * | 2018-11-30 | 2019-03-29 | 北京市建筑工程研究院有限责任公司 | Demolishing columns bracing means and reinforcement means |
| CN109537929B (en) * | 2018-11-30 | 2021-04-20 | 北京市建筑工程研究院有限责任公司 | Reinforcing device and reinforcing method for extracting column reconstruction |
| CN115263013A (en) * | 2022-07-19 | 2022-11-01 | 中冶检测认证有限公司 | Industrial plant joist column cutting method and industrial plant joist structure |
| CN115263013B (en) * | 2022-07-19 | 2024-03-01 | 中冶检测认证有限公司 | Joist column cutting method and joist structure for industrial factory building |
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