CN203977890U - A kind of novel reinforcing balcony structure - Google Patents
A kind of novel reinforcing balcony structure Download PDFInfo
- Publication number
- CN203977890U CN203977890U CN201420421819.0U CN201420421819U CN203977890U CN 203977890 U CN203977890 U CN 203977890U CN 201420421819 U CN201420421819 U CN 201420421819U CN 203977890 U CN203977890 U CN 203977890U
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- balcony
- floor
- reinforced steel
- linking section
- bar construction
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 238000010276 construction Methods 0.000 claims abstract description 32
- 239000000126 substance Substances 0.000 claims description 8
- 230000000694 effects Effects 0.000 abstract 1
- 238000013461 design Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008520 organization Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 231100000749 chronicity Toxicity 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a kind of novel reinforcing balcony structure, comprise and be arranged at collar tie beam outside and flush with indoor floor the balcony floor being connected, indoor floor comprises the first bar construction and the first concrete structure, balcony floor comprises the second bar construction and the second concrete structure, the first bar construction and the second bar construction are set to integrative-structure, indoor floor is provided with linking section, balcony floor is also provided with ruggedized construction, ruggedized construction comprises many reinforced steels that are connected in linking section by angle connector, reinforced steel is perpendicular to being connected section and extending to its outside, many reinforced steels form reinforced steel structure, the second concrete structure pouring is coated on the outside of reinforced steel structure and the second bar construction and is set to split pouring structure with the first concrete structure, above-mentioned novel reinforcing balcony structure is under the prerequisite of stress performance that does not affect balcony, make the balcony structure outward appearance after reinforcing reach the effect of designing requirement.
Description
Technical field
The utility model relates to a kind of balcony, particularly relates to a kind of novel reinforcing balcony structure.
Background technology
Current, the peak period of China's building trade in high speed development, the shortage of rapid construction progress, the planning of building function design chronicity, causes the building of existing some to have workmanship and potential safety hazard, in coming few decades, China's building reinforce must rise with transformation market for this reason.
Referring to Fig. 1, as shown in legend wherein, it is a brick mix structure, comprise collar tie beam 1, be positioned at the indoor floor 2 of collar tie beam 1 inner side and be positioned at the balcony floor 3 in collar tie beam 1 outside, in main structure body construction completion delivery process, owner finds that balcony floor 3 roots of encorbelmenting occur compared with large fracture 4, thereby downward-sloping and affect its use, first in conjunction with design drawing and on-the-spot test result, checking computations respective carrier power and distortion, result shows that reinforcing bar amount is less than normal, and it is to cause the balcony slab root of encorbelmenting to occur compared with large fracture and downward-sloping main cause that its steel bar stress position, top sinks because construction is lack of standardization.
Existing maintenance mode is generally that the balcony slab of encorbelmenting is set up to top pull bar or lower support, but after processing, all affect the function and the architectural appearance that use balcony, and by increasing balcony slab face reinforcing bar, certainly will cause through body of wall ensures Bar Anchorage makes body of wall Perforative base too much form the defect of plane of weakness, need one badly and not only meet stress performance requirement, and can ensure the novel reinforcing balcony structure that outward appearance is consistent with former project organization after processing.
Summary of the invention
For solving the problems of the technologies described above, goal of the invention of the present utility model is to provide the stress performance requirement that not only can meet balcony, and can ensure the novel reinforcing balcony structure that outward appearance is consistent with former project organization after processing.
For achieving the above object, the utility model provides following the first technical scheme: a kind of novel reinforcing balcony structure, comprise the balcony floor that is arranged at collar tie beam outside, described balcony floor flushes and is connected with indoor floor, described indoor floor comprises the first bar construction and the first concrete structure, described balcony floor comprises the second bar construction and the second concrete structure, described the first bar construction and the second bar construction are set to integrative-structure, described indoor floor is provided with linking section, described balcony floor is provided with ruggedized construction, described ruggedized construction comprises many reinforced steels that are connected in described linking section by angle connector, described reinforced steel extends perpendicular to described linking section and to the outside of described linking section, many described reinforced steels form reinforced steel structure, described the second concrete structure pouring is coated on the outside of described reinforced steel structure and the second bar construction and is set to split pouring structure with described the first concrete structure.
Further technical scheme, one of them side of described angle connector is anchored on described linking section by chemical bolt, and the another one side of described angle connector is welded to connect described reinforced steel.
Further technical scheme, offers the connecting hole matching with described chemical bolt on described linking section, and the spacing distance of described connecting hole is 400～600mm.
Further technical scheme, described angle connector comprises manomelia and long limb, and described manomelia is anchored on described linking section, and described long limit connects described reinforced steel.
Further technical scheme, the length of described manomelia is no more than the thickness of described balcony floor, and the length of described long limb is no more than the length of described reinforced steel.
Because technique scheme is used, the utility model compared with prior art has following advantages:
The utility model is by cutting former balconied concrete structure, reinforced steel is added on the bar construction of being located at Yuanyang platform by angle connector, the manomelia of angle connector is connected with original structure collar tie beam by chemical bolt, and long limb and reinforced steel welding, and with the steel mesh reinforcement colligation of former balcony be entirety, concreting again subsequently, forms the novel reinforcing balcony structure after maintenance, not only ensured the stress performance of balcony after repairing, and the outward appearance of balcony after maintenance is basic with former design consistent.
Brief description of the drawings
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to the accompanying drawing of required use in embodiment or description of the Prior Art be briefly described below, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skill in the art, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is the structural representation by the balcony of crack and inclination;
Fig. 2 is the structural representation of the novel reinforcing balcony structure after the disclosed reinforcing of the utility model.
Wherein, 1, collar tie beam; 2, indoor floor; 3, former balcony floor; 4, crack; 5, balcony floor; 51, the second concrete structure; 52, angle connector; 53, reinforced steel; 54, chemical bolt.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described.Obviously, described embodiment is only the utility model part embodiment, instead of whole embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtaining under creative work prerequisite, all belong to the scope of the utility model protection.
Embodiment mono-:
Referring to Fig. 2, as shown in legend wherein, a kind of novel reinforcing balcony structure, comprise and be arranged at collar tie beam 1 outside and flush with indoor floor 2 the balcony floor 5 being connected, indoor floor 2 comprises the first bar construction and the first concrete structure, indoor floor 2 is provided with linking section, balcony floor 5 comprises the second bar construction (not shown) with above-mentioned the first bar construction integrative-structure, ruggedized construction and the second concrete structure 51, above-mentioned ruggedized construction comprises the many reinforced steels 53 that are connected in above-mentioned linking section by angle connector 52, reinforced steel 53 extends perpendicular to above-mentioned linking section and to the outside of above-mentioned linking section, many above-mentioned reinforced steels 53 form reinforced steel structure, the second concrete structure 51 is built and is coated on the outside of above-mentioned reinforced steel structure and the second bar construction and is set to split pouring structure with above-mentioned the first concrete structure.
First knock out the concrete structure of former balcony, set up reinforced steel by angle connector, together with the bar construction colligation of this reinforced steel and former balcony, again build, form novel reinforcing balcony structure.
One of them side of angle connector 52 is anchored on above-mentioned linking section by chemical bolt 54, and the another one side of angle connector 52 is welded to connect reinforced steel 53.
On above-mentioned linking section, offer the connecting hole matching with chemical bolt 54, the spacing distance of above-mentioned connecting hole is 400.
In order to increase the bonding strength of angle connector 52 and reinforced steel 53, angle connector 52 comprises manomelia and long limb, and above-mentioned manomelia is anchored on above-mentioned linking section, above-mentioned long limit reinforcement by connection reinforcing bar 53.
In order not affect the outward appearance of novel reinforcing balcony structure, the length that the length of above-mentioned manomelia is no more than the above-mentioned long limb of thickness of balcony floor is no more than the length of reinforced steel 53.
Embodiment bis-
All the other are identical with described embodiment mono-, and difference is, the spacing distance of above-mentioned connecting hole is 500mm or 600mm.
Be more than the description to the utility model embodiment, by the above-mentioned explanation to the disclosed embodiments, make professional and technical personnel in the field can realize or use the utility model.To be apparent for those skilled in the art to the multiple amendment of these embodiment, General Principle as defined herein can, in the situation that not departing from spirit or scope of the present utility model, realize in other embodiments.Therefore, the utility model will can not be restricted to these embodiment shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (5)
1. a novel reinforcing balcony structure, comprise the balcony floor that is arranged at collar tie beam outside, described balcony floor flushes and is connected with indoor floor, described indoor floor comprises the first bar construction and the first concrete structure, described balcony floor comprises the second bar construction and the second concrete structure, described the first bar construction and the second bar construction are set to integrative-structure, it is characterized in that, described indoor floor is provided with linking section, described balcony floor is provided with ruggedized construction, described ruggedized construction comprises many reinforced steels that are connected in described linking section by angle connector, described reinforced steel extends perpendicular to described linking section and to the outside of described linking section, many described reinforced steels form reinforced steel structure, described the second concrete structure pouring is coated on the outside of described reinforced steel structure and the second bar construction and is set to split pouring structure with described the first concrete structure.
2. novel reinforcing balcony structure according to claim 1, is characterized in that, one of them side of described angle connector is anchored on described linking section by chemical bolt, and the another one side of described angle connector is welded to connect described reinforced steel.
3. novel reinforcing balcony structure according to claim 2, is characterized in that, on described linking section, offers the connecting hole matching with described chemical bolt, and the spacing distance of described connecting hole is 400～600mm.
4. novel reinforcing balcony structure according to claim 1, is characterized in that, described angle connector comprises manomelia and long limb, and described manomelia is anchored on described linking section, and described long limb connects described reinforced steel.
5. novel reinforcing balcony structure according to claim 4, is characterized in that, the length of described manomelia is no more than the thickness of described balcony floor, and the length of described long limb is no more than the length of described reinforced steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420421819.0U CN203977890U (en) | 2014-07-29 | 2014-07-29 | A kind of novel reinforcing balcony structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420421819.0U CN203977890U (en) | 2014-07-29 | 2014-07-29 | A kind of novel reinforcing balcony structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203977890U true CN203977890U (en) | 2014-12-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420421819.0U Expired - Lifetime CN203977890U (en) | 2014-07-29 | 2014-07-29 | A kind of novel reinforcing balcony structure |
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| Country | Link |
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| CN (1) | CN203977890U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437195A (en) * | 2016-12-14 | 2017-02-22 | 泛华建设集团有限公司 | Reinforcing reconstructing structure for existing balcony and construction method thereof |
| CN108978996A (en) * | 2018-09-20 | 2018-12-11 | 山东建筑大学 | One kind increased outrigger and its construction method in existing brick mix structure |
| CN111188508A (en) * | 2020-02-25 | 2020-05-22 | 中国建筑第八工程局有限公司 | Supplement plate of existing cantilever floor slab of building structure and construction method thereof |
| CN111719883A (en) * | 2020-03-21 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Joint structure for reinforcing new and old concrete by increasing section and construction method |
| CN111794501A (en) * | 2020-08-04 | 2020-10-20 | 舜元建设(集团)有限公司 | Pouring method of cast-in-situ cantilever structure formwork system |
-
2014
- 2014-07-29 CN CN201420421819.0U patent/CN203977890U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437195A (en) * | 2016-12-14 | 2017-02-22 | 泛华建设集团有限公司 | Reinforcing reconstructing structure for existing balcony and construction method thereof |
| CN108978996A (en) * | 2018-09-20 | 2018-12-11 | 山东建筑大学 | One kind increased outrigger and its construction method in existing brick mix structure |
| CN111188508A (en) * | 2020-02-25 | 2020-05-22 | 中国建筑第八工程局有限公司 | Supplement plate of existing cantilever floor slab of building structure and construction method thereof |
| CN111719883A (en) * | 2020-03-21 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Joint structure for reinforcing new and old concrete by increasing section and construction method |
| CN111719883B (en) * | 2020-03-21 | 2021-08-31 | 东莞市大乘建筑工程技术有限公司 | Joint structure for reinforcing new and old concrete by increasing section and construction method |
| CN111794501A (en) * | 2020-08-04 | 2020-10-20 | 舜元建设(集团)有限公司 | Pouring method of cast-in-situ cantilever structure formwork system |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
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Address after: 215100 No. 77 Nantiancheng Road, Suzhou High-speed Railway New Town, Jiangsu Province Patentee after: SUZHOU ZHONGGU BUILDING SCIENCE AND TECHNOLOGY CO., LTD. Address before: 215152 No. 1, Chang Ming Road, Xiangcheng District East Bridge, Suzhou, Jiangsu. Patentee before: SUZHOU ZHONGGU BUILDING TECHNOLOGY CO., LTD. |