CN205591582U - Shaped steel, high -strength steel stranded conductor and polymer mortar reinforcing apparatus - Google Patents
Shaped steel, high -strength steel stranded conductor and polymer mortar reinforcing apparatus Download PDFInfo
- Publication number
- CN205591582U CN205591582U CN201620324515.1U CN201620324515U CN205591582U CN 205591582 U CN205591582 U CN 205591582U CN 201620324515 U CN201620324515 U CN 201620324515U CN 205591582 U CN205591582 U CN 205591582U
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- steel
- angle steel
- wire mesh
- steel wire
- angle
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Abstract
The utility model provides a shaped steel, high -strength steel stranded conductor and polymer mortar reinforcing apparatus, receive the angle steel of compression leg, reinforced concrete wall body, brickwork wall body both sides including reinforced concrete, the angle steel passes through expansion bolts to be fixed on the member, and in the same side of member, it even has the steel strand wires net to link to each other between the angle steel, be equipped with setting element and fastener on the angle steel, and the four corners of steel strand wires net hangs and links to each other on the setting element and with the angle steel welding, and the fastener links together steel strand wires net side with the angle steel, and compound between steel strand wires net and the wall have a mortar layer. The utility model discloses earlier will treat reinforced (rfd) component clean up, fixed angle steel on the component, later fixed steel strand wires are netted between each angle steel, and last polymer filling sand pulp layer covers high -strength steel stranded conductor and shaped steel. Reinforced the member through shaped steel, high -strength steel stranded conductor and polymer mortar combination, produced building rubbish is than less, and is just less to normal urban life influence, especially is suitable for the impaired house reinforcement in city.
Description
Technical field
This utility model relates to and belongs to building field of reinforcement, is specifically related to a kind of utilize shaped steel, high strength steel strand and the device of polymer mortar composite reinforcement damaged structure.
Background technology
Building Trade in China comes into newly-built lays equal stress on period with maintenance and renovation, 80 ~ nineties of last century the made building of Initial stages for reform and opening-up, owing to building standard was relatively low at that time, major part builds the use through 20 ~ 30 years, and agent structure is respectively provided with damage in various degree.For damage building, if taking to push over completely the treatment measures of reconstruction, there are following two aspect shortcomings: on the one hand, pushing over reconstruction the most longer, and the process of building waste and newly-built required building materials will pay bigger economic cost, disaster area after shake is rebuild totally unfavorable by this.On the other hand, damage building in-service to city, all push over reconstruction and also can bring greatly pollution to urban environment, affect the orthobiosis in city.
Therefore, for damage reinforced concrete structure, seek a kind of quick construction, to reinforce damage building be extremely urgent for device that consolidation effect is good.
Utility model content
The purpose of this utility model is for above-mentioned the deficiencies in the prior art, it is provided that a kind of shaped steel, high strength steel strand and polymer mortar composite reinforcement device.
The technical solution of the utility model is achieved in that a kind of shaped steel, high strength steel strand and polymer mortar bracing means, including the angle steel being arranged on component both sides to be reinforced, angle steel is fixed on metope by expansion bolt, in component same side, it is connected with steel wire mesh between adjacent angle steel, angle steel is provided with keeper and securing member, the corner of steel wire mesh hangs and on the positioning element and is weldingly connected with angle steel, steel wire mesh side together with Bolted angle connection, is compounded with screed by securing member between steel wire mesh and metope.
The middle part of steel wire mesh is provided with tension column, and tension column is fixed on component.
Described steel wire mesh is two-layer, two-layer steel wire mesh Heterogeneous Permutation.
The upper and lower Heterogeneous Permutation of tension column on inside and outside two-layer steel wire mesh.
Metope to be reinforced first is cleaned out by this utility model, fixes angle steel, fixes steel wire mesh afterwards between each angle steel, finally fill screed on component.Strengthening body of wall by steel wire mesh and screed, produced building waste is fewer, and less on the impact of normal urban life, is particularly suitable for the impaired building strengthening in city.
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 describing below is only embodiments more of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is this utility model Construction State figure.
Fig. 2 is the left view schematic diagram of Fig. 1.
Wherein: 1. component, 2. angle steel, 3. steel wire mesh, 4. screed, column, 6. keeper, 7. securing member are 5. strained.
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, it is clear that 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 are obtained under not paying creative work premise, broadly fall into the scope of this utility model protection.
As illustrated in fig. 1 and 2, this utility model includes being arranged on component 1(to be reinforced and includes armored concrete compression column, reinforced concrete wall, masonry wall) angle steel 2 of both sides, angle steel 2 is fixed on metope by expansion bolt, in component same side, it is connected with steel wire mesh 3 between adjacent angle steel 2, angle steel 2 is provided with keeper 6 and securing member 7, the corner of steel wire mesh 3 is suspended on keeper 6 and is weldingly connected with angle steel 2, steel wire mesh 3 side is linked together by securing member 7 with angle steel 2, is compounded with screed 4 between steel wire mesh 3 and component 1.
The application work progress is as follows: clean impaired component 1 surface, fix angle steel 2 afterwards, welding after again 3 four angles of steel wire mesh being separately fixed on four keepers 6, determine the position of steel wire mesh 3, in order to prevent steel wire mesh 3 from deforming, having a strong impact on the reinforcing of product, the most also utilizing securing member 7 again to be fixed by steel wire mesh 3, securing member 7 is possible to prevent steel wire mesh to deviate predeterminated position.Spraying mortar forms screed 4 afterwards, and steel wire mesh and component 1 are covered by screed 4, it is achieved that the reinforcing of component 1, notes uniformity, carry out wall face again and process after screed dries the when of filling mortar.
Preferably, the middle part of steel wire mesh 3 is provided with tension column 5, and tension column 5 is fixed on component 1.Steel wire mesh 3 area changes according to the area of component, when steel wire mesh 3 is excessive when, being easier to there is uneven phenomenon during filling mortar, arrange tension column 5 and make to be fixed on component in the middle part of steel wire mesh 3, it is more uniform that such later stage fills out ratio when of covering screed.
Further, in order to strengthen the intensity of reinforcing, described steel wire mesh 3 is two-layer, two-layer steel wire mesh 3 Heterogeneous Permutation.The mesh of the most inside and outside two-layer steel wire mesh 3 is misaligned, so can improve fastening strength to greatest extent.In like manner, the tension column 5 on inside and outside two-layer steel wire mesh 3 is preferably also upper and lower Heterogeneous Permutation.
The foregoing is only preferred embodiment of the present utility model; not in order to limit this utility model; all within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (4)
1. a shaped steel, high strength steel strand and polymer mortar bracing means, including the angle steel (2) being arranged on component (1) both sides to be reinforced, it is characterized in that: angle steel (2) is fixed on metope by expansion bolt, in component same side, steel wire mesh (3) it is connected with between adjacent angle steel (2), angle steel (2) is provided with keeper (6) and securing member (7), the corner of steel wire mesh (3) is suspended on keeper (6) and above and is weldingly connected with angle steel (2), steel wire mesh (3) side is linked together by securing member (7) with angle steel (2), screed (4) it is compounded with between steel wire mesh (3) and component (1).
Shaped steel the most according to claim 1, high strength steel strand and polymer mortar bracing means, it is characterised in that: the middle part of steel wire mesh (3) is provided with tension column (5), and tension column (5) is fixed on component (1).
Shaped steel the most according to claim 2, high strength steel strand and polymer mortar bracing means, it is characterised in that: described steel wire mesh (3) is two-layer, two-layer steel wire mesh (3) Heterogeneous Permutation.
Shaped steel the most according to claim 3, high strength steel strand and polymer mortar bracing means, it is characterised in that: the Heterogeneous Permutation up and down of the tension column (5) on inside and outside two-layer steel wire mesh (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620324515.1U CN205591582U (en) | 2016-04-19 | 2016-04-19 | Shaped steel, high -strength steel stranded conductor and polymer mortar reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620324515.1U CN205591582U (en) | 2016-04-19 | 2016-04-19 | Shaped steel, high -strength steel stranded conductor and polymer mortar reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205591582U true CN205591582U (en) | 2016-09-21 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620324515.1U Expired - Fee Related CN205591582U (en) | 2016-04-19 | 2016-04-19 | Shaped steel, high -strength steel stranded conductor and polymer mortar reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205591582U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661345A (en) * | 2018-06-21 | 2018-10-16 | 陕西理工大学 | A kind of the masonry house wall body structure and its construction method of the reinforcing of bilayer strap |
| CN109113263A (en) * | 2017-01-03 | 2019-01-01 | 郑瑞平 | Construction method for reinforcing steel structure beam or column |
-
2016
- 2016-04-19 CN CN201620324515.1U patent/CN205591582U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113263A (en) * | 2017-01-03 | 2019-01-01 | 郑瑞平 | Construction method for reinforcing steel structure beam or column |
| CN108661345A (en) * | 2018-06-21 | 2018-10-16 | 陕西理工大学 | A kind of the masonry house wall body structure and its construction method of the reinforcing of bilayer strap |
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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: 20160921 Termination date: 20170419 |