CN202530773U - Reinforcing apparatus of existing brick-concrete structure - Google Patents
Reinforcing apparatus of existing brick-concrete structure Download PDFInfo
- Publication number
- CN202530773U CN202530773U CN 201120552601 CN201120552601U CN202530773U CN 202530773 U CN202530773 U CN 202530773U CN 201120552601 CN201120552601 CN 201120552601 CN 201120552601 U CN201120552601 U CN 201120552601U CN 202530773 U CN202530773 U CN 202530773U
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- utility
- concrete structure
- model
- existing brick
- reinforcing apparatus
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- Expired - Fee Related
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- 239000004567 concrete Substances 0.000 title claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 7
- 239000011449 brick Substances 0.000 claims abstract description 11
- 239000000203 mixture Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000005728 strengthening Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 abstract 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001143 conditioned effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 108090000623 proteins and genes Proteins 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a reinforcing apparatus of existing brick concrete structure, including the reinforced concrete siding wall set up horizontal strengthening band and vertical strengthening band in the reinforced concrete siding wall. The method mainly solves the problem of reinforcing the structural system of the original brick-concrete structure obviously unreasonably.
Description
Technical field
The utility model relates to the underpin device of existing building, especially a kind of bracing means of existing brick mix structure.
Background technology
At present, when the number of plies of existing brick mix structure or highly exceed the standard limit value, the structural system of original structure is obvious when unreasonable, and traditional brick is mixed solid mode can't satisfy requirements for fortification against earthquake.The utility model adopts the mode that changes structural system, fundamentally addresses this problem.
The utility model content
It is fine that the utility model mainly solves original structure top integral rigidity, but the gene basis bearing capacity is not enough, needs to strengthen section and the on-the-spot technical problem of not having the very tight underpin of excavation conditioned disjunction duration.The utility model adopts following technical scheme:
A kind of bracing means of existing brick mix structure comprises the steel concrete board wall, and horizontal reinforcing band and vertical reinforcing band are set in said steel concrete board wall.
The beneficial effect of the utility model is:
This patent has been applied in the stabilization works of middle and primary schools' schoolhouse at present, and is respond well.The Scheme of Strengthening of this engineering had both satisfied owner's instructions for use after adopting this patent, and it is also very simple to construct, and most importantly degree of safety has had guarantee.
Description of drawings
Fig. 1 is that the board wall of the utility model is reinforced plan view.
Fig. 2 is the two-sided board wall sketch map of the utility model.
Wherein: 1, two-sided reinforced mesh, 2, S shape tension rib, 3, sprayed mortar
The specific embodiment
According to embodiment the utility model is done further explain below.
Like Fig. 1, shown in 2, be employed in both direction and establish the steel concrete clamping plate wall that thickness is, the structural system of former brick mix structure is changed into shear wall system, seismic forces is all born by the steel concrete board wall of setting up.In steel concrete clamping plate wall, establish two-sided reinforced mesh 1 and S shape tension rib 2, be used to replace constructional column to close collar tie beam.After the change system, the shear wall spacing meets the demands, and structural integrity strengthens, and structure whole displacement under geological process is very little, and overlapping layers can not be established in consideration in addition on floor.
With the 63rd middle school teaching building, Beijing and office building aseismatic reinforcement engineering is the example explanation.Teaching building is four layers of brick mix structure, (4.2 meters of floor heights), five layers of office buildings (3.2 meters of floor heights), pile foundation is all adopted on the basis, and floor adopts prefabricated circular hole slab, brick intensity: one deck, four layers: two, three, five layers of Mu7.5: Mu10.Mortar strength: one～five layer of M2.5. dining room one deck brick mix structure, precast plate roofing, no ring beam structure post, strip foundation.
This patent has been applied in the stabilization works of middle and primary schools' schoolhouse at present, and is respond well.The Scheme of Strengthening of this engineering had both satisfied owner's instructions for use after adopting this patent, and it is also very simple to construct, and most importantly degree of safety has had guarantee.
Obviously, the foregoing description of the utility model only be for explain clearly that the utility model does for example, and be not to be qualification to the embodiment of the utility model.For the those of ordinary skill in affiliated field, on the basis of above-mentioned explanation, can also make other multi-form variation and changes.Here can't give exhaustive to all embodiments.Conspicuous variation that every technical scheme that belongs to the utility model is amplified out or change still are in the row of the protection domain of the utility model.
Claims (1)
1. the bracing means of an existing brick mix structure is characterized in that: comprise the steel concrete board wall, horizontal reinforcing band and vertical reinforcing band are set in said steel concrete board wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120552601 CN202530773U (en) | 2011-12-27 | 2011-12-27 | Reinforcing apparatus of existing brick-concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120552601 CN202530773U (en) | 2011-12-27 | 2011-12-27 | Reinforcing apparatus of existing brick-concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202530773U true CN202530773U (en) | 2012-11-14 |
Family
ID=47131967
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120552601 Expired - Fee Related CN202530773U (en) | 2011-12-27 | 2011-12-27 | Reinforcing apparatus of existing brick-concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202530773U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113368A (en) * | 2018-10-18 | 2019-01-01 | 中天建设集团有限公司 | A kind of double net pulling type shear walls and its reinforced construction method |
| CN110397303A (en) * | 2019-07-26 | 2019-11-01 | 田亮 | A kind of building ruggedized construction |
| CN111395515A (en) * | 2020-04-25 | 2020-07-10 | 王晨庄 | Construction work body or steel reinforcement complex and double hook system and method |
| CN112663821A (en) * | 2020-11-24 | 2021-04-16 | 张家港江苏科技大学产业技术研究院 | Novel steel slag-containing vegetation concrete composite wall and construction method |
-
2011
- 2011-12-27 CN CN 201120552601 patent/CN202530773U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113368A (en) * | 2018-10-18 | 2019-01-01 | 中天建设集团有限公司 | A kind of double net pulling type shear walls and its reinforced construction method |
| CN110397303A (en) * | 2019-07-26 | 2019-11-01 | 田亮 | A kind of building ruggedized construction |
| CN110397303B (en) * | 2019-07-26 | 2021-05-14 | 苏州固鑫建筑技术有限公司 | Building reinforced structure |
| CN111395515A (en) * | 2020-04-25 | 2020-07-10 | 王晨庄 | Construction work body or steel reinforcement complex and double hook system and method |
| CN111395515B (en) * | 2020-04-25 | 2021-11-30 | 浙江双堰建设有限公司 | Construction work body or steel reinforcement complex and double hook system and method |
| CN112663821A (en) * | 2020-11-24 | 2021-04-16 | 张家港江苏科技大学产业技术研究院 | Novel steel slag-containing vegetation concrete composite wall and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121114 Termination date: 20131227 |