CN202578022U - Bearing wall reinforcing body - Google Patents
Bearing wall reinforcing body Download PDFInfo
- Publication number
- CN202578022U CN202578022U CN 201220213555 CN201220213555U CN202578022U CN 202578022 U CN202578022 U CN 202578022U CN 201220213555 CN201220213555 CN 201220213555 CN 201220213555 U CN201220213555 U CN 201220213555U CN 202578022 U CN202578022 U CN 202578022U
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- CN
- China
- Prior art keywords
- bearing wall
- brickwork
- load bearing
- fiber
- stratum reticulare
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
A bearing wall reinforcing body includes a rigid screen layer, wherein a fiber reinforcement polymer layer (5) is arranged on one side of the rigid screen layer. The utility model has the advantages that the bearing wall reinforcing body is suitable for reinforcing the common brickwork bearing wall, organically integrates advantages of the reinforcement for FRP (fiber reinforcement polymer) and reinforcement of steel screens and reinforcing meshes, not only improves the overall performance and the collapse-prevention capability of the brickwork wall, but also increases the brickwork rigidity as well as the axle-load bearing capacity and the shear-resistance bearing capacity of the brickwork, improves the resistance to the vibration of the brickwork, and has excellent reinforcement effect; and the bearing wall reinforcing body not only has excellent reinforcement effect and high reliability, but also is simple to operate, and convenient for construction, requires no special construction machine tool, slightly increases the size of the brickwork, does not influence production, has high economic benefits, and is particularly suitable for large-scale maintenance and reinforcement of the brickwork structured bearing wall.
Description
Technical field
The utility model relates to building and civil engineering structures reinforcing technique field, and a kind of specifically load bearing wall adds solid.
Background technology
Masonry structure is a kind of architecture structure form with long history of China, and at present, many buildings that China continues to use still belong to masonry structure.But masonry structure resistance to compression, tension, shear strength are low, poor seismic behavior, and problems such as member cracking, bearing capacity deficiency can appear in long-term use.In addition, the storey-adding reconstruction of masonry structure or function of use change etc. all can cause the bearing capacity of original structure not enough, need reinforce the bearing capacity that improves structure to supporting member.
At present, allowable ratio of height to sectional thickness of masonry wall or column reinforcement means commonly used is mesh reinforced cement mortar reinforcing method and outer sticking fiber-reinforced polymer (Fiber Reinforced polymer is called for short FRP) reinforcing method.For mesh reinforced cement mortar reinforcing method, construction technology is simple, and applicability is strong, and masonry is reinforced the back bearing capacity and improved a lot.But the masonry structure globality is poor, and a little less than the ability of resistance to deformation, the raising of masonry bearing capacity is reinforced in restriction to a certain extent; For outer sticking fiber-reinforced polymer FRP reinforcing method, can improve the globality of allowable ratio of height to sectional thickness of masonry wall or column, the reinforcement deformability; But the capacity under axial effect to allowable ratio of height to sectional thickness of masonry wall or column is very little; Simultaneously, fiber-reinforced polymer FRP and masonry be connected a little less than, being prone to take place stripping damage influences consolidation effect.
The utility model content
The purpose of the utility model provides a kind of load bearing wall and adds solid; Utilize fiber-reinforced polymer FRP to strengthen the globality and the deformability of allowable ratio of height to sectional thickness of masonry wall or column, utilize expanded metal lath or steel mesh reinforcement to improve the bearing capacity of allowable ratio of height to sectional thickness of masonry wall or column simultaneously, it is simple to make every effort to reinforcement process; Easy to operate; Little to the physical dimension increase, do not influence production, economic benefit is high.
The utility model load bearing wall adds solid, comprises the rigidity stratum reticulare, and said rigidity stratum reticulare one side is provided with fiber-reinforced polymer layer 5.
The opposite side of said rigidity stratum reticulare is provided with rubble English layer of sand 9.
Said rubble English layer of sand 9 outsides also are provided with antirust, decorative layer 10.
Said rigidity stratum reticulare is steel plate stratum reticulare 6 or reinforcing bar stratum reticulare 7.
Said fiber-reinforced polymer is carbon fiber reinforced polymer, glass fiber reinforced polymer, aramid fiber enhancing polymer or basalt fiber-reinforced polymer.
The place, reinforcing bar crosspoint of said reinforcing bar stratum reticulare 7 is provided with screw rod.
The advantage that the utility model load bearing wall adds solid is:
1, the utility model is applicable to the reinforcing to the ordinary masonry load bearing wall; The advantage of reinforcing fiber-reinforced polymer FRP reinforcing and expanded metal lath, steel mesh reinforcement organically combines; Not only improve the overall performance and the anti-ability of collapsing of allowable ratio of height to sectional thickness of masonry wall or column, and increase masonry rigidity, improve masonry capacity under axial and shear-carrying capacity; Improve the masonry anti-seismic performance, consolidation effect is good;
2, in the utility model; Expanded metal lath or steel mesh reinforcement can improve greatly between fiber-reinforced polymer FRP and the masonry and be connected more weak shortcoming; Guarantee fiber-reinforced polymer FRP in loading process with masonry compatibility of deformation, stressed jointly, prevent to occur peeling off between fiber-reinforced polymer FRP and the masonry;
3, not only consolidation effect is good for the utility model, and reliability is high, and simple to operate; Easy construction does not need special construction equipment, increases less to the masonry size; Do not influence production, economic benefit is high, is specially adapted to the masonry structure load bearing wall is keeped in repair on a large scale, reinforces.
Description of drawings
Fig. 1 adds the structural representation that solid is fixed in load bearing wall for the utility model load bearing wall.
Fig. 2 is that the A-A of Fig. 1 is to sectional view.
Fig. 3 adds the structural representation that the another embodiment of solid is fixed in load bearing wall for the utility model load bearing wall.
Fig. 4 is that the B-B of Fig. 3 is to sectional view.
Wherein, 1 is load bearing wall, and 4 is the polymer cement mortar layer, and 5 is the fiber-reinforced polymer layer, and 6 is the steel plate stratum reticulare, and 7 is the reinforcing bar stratum reticulare, and 8 is bolt, and 9 is rubble English layer of sand, and 10 is antirust, decorative layer.
The specific embodiment
Embodiment one
Below in conjunction with accompanying drawing, the utility model is further specified: according to Fig. 1, shown in Figure 2, a kind of load bearing wall adds solid, comprises the rigidity stratum reticulare, and said rigidity stratum reticulare is a steel plate stratum reticulare 6, and said steel plate stratum reticulare 6 one sides are provided with fiber-reinforced polymer layer 5.
The opposite side of said steel plate stratum reticulare 6 is provided with rubble English layer of sand 9.
Said rubble English layer of sand 9 outsides also are provided with antirust, decorative layer 10.
Said fiber-reinforced polymer is carbon fiber reinforced polymer CFRP.
Said steel plate stratum reticulare 6 is welded for vertical, horizontal steel plate bar.
The utility model is achieved in that
⑴ root out load bearing wall exterior surface of wall decorative layer, and processing is holed, scrubbed to the load bearing wall body of wall; Adopt the polymer cement mortar layer to the load bearing wall surface of wall repair, smooth;
⑵ add load bearing wall on the laminated polymer cement mortar layer that is pasted on the load bearing wall body of wall through the fiber cementing agent of the fiber-reinforced polymer of solid;
⑶ adopt and to wearing bolt expanded metal lath strengthened being anchored in the load bearing wall surface of wall.
Embodiment two
Below in conjunction with accompanying drawing, the utility model is further specified: according to Fig. 3, shown in Figure 4, a kind of load bearing wall adds solid, comprises the rigidity stratum reticulare, and said rigidity stratum reticulare is a reinforcing bar stratum reticulare 7, and said reinforcing bar stratum reticulare 7 one sides are provided with fiber-reinforced polymer layer 5.
The opposite side of said reinforcing bar stratum reticulare 7 is provided with rubble English layer of sand 9.
Said rubble English layer of sand 9 outsides also are provided with antirust, decorative layer 10.
Said fiber-reinforced polymer is that aramid fiber strengthens polymer A FRP.
Said reinforcing bar stratum reticulare 7 is welded for the vertical, horizontal reinforcing bar.
The place, reinforcing bar crosspoint of said reinforcing bar stratum reticulare 7 is welded with screw rod.
The utility model is achieved in that
⑴ root out load bearing wall exterior surface of wall decorative layer, and processing is holed, scrubbed to the load bearing wall body of wall; Adopt the polymer cement mortar layer to the load bearing wall surface of wall repair, smooth;
⑵ add load bearing wall on the laminated polymer cement mortar layer that is pasted on the load bearing wall body of wall through the fiber cementing agent of the fiber-reinforced polymer of solid;
⑶ encapsulating in the bolt hole that offer on the load bearing wall body of wall is in the screw rod inserting bolt hole that is welded on the steel mesh reinforcement, in the anchoring of the load bearing wall body of wall other end.
Above-described specific embodiment; Purpose, technical scheme and useful result to the utility model have carried out further detailed description, it should be understood that the above is merely the specific embodiment of the utility model; Be not limited to the utility model; All spirit and principles at the utility model and so on, are equal to replacement, improvement etc. at any modification of being made, all should be included within the protection domain of the utility model.
Claims (6)
1. a load bearing wall adds solid, comprises the rigidity stratum reticulare, it is characterized in that: said rigidity stratum reticulare one side is provided with fiber-reinforced polymer layer ⑸.
2. load bearing wall as claimed in claim 1 adds solid, it is characterized in that: the opposite side of said rigidity stratum reticulare is provided with rubble English layer of sand ⑼.
3. load bearing wall as claimed in claim 2 adds solid, it is characterized in that: the said rubble English layer of sand ⑼ outside also is provided with antirust, decorative layer ⑽.
4. add solid like each described load bearing wall of claim 1-3, it is characterized in that: said rigidity stratum reticulare is steel plate stratum reticulare ⑹ or reinforcing bar stratum reticulare ⑺.
5. add solid like each described load bearing wall of claim 1-3, it is characterized in that: said fiber-reinforced polymer is carbon fiber reinforced polymer, glass fiber reinforced polymer, aramid fiber enhancing polymer or basalt fiber-reinforced polymer.
6. load bearing wall as claimed in claim 4 adds solid, it is characterized in that: the place, reinforcing bar crosspoint of said reinforcing bar stratum reticulare ⑺ is provided with screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220213555 CN202578022U (en) | 2012-05-14 | 2012-05-14 | Bearing wall reinforcing body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220213555 CN202578022U (en) | 2012-05-14 | 2012-05-14 | Bearing wall reinforcing body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202578022U true CN202578022U (en) | 2012-12-05 |
Family
ID=47247446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220213555 Expired - Fee Related CN202578022U (en) | 2012-05-14 | 2012-05-14 | Bearing wall reinforcing body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202578022U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635246A (en) * | 2012-05-14 | 2012-08-15 | 武汉大学 | Bearing wall reinforcing body and method for reinforcing bearing wall by using same |
| CN104790681A (en) * | 2015-03-31 | 2015-07-22 | 华南理工大学建筑设计研究院 | Device for preventing wall out-of-plane unstability from causing collapse of building of masonry structure in earthquake |
| CN108252531A (en) * | 2018-02-08 | 2018-07-06 | 上海住总集团建设发展有限公司 | It is a kind of to be used for the restorative procedure of historical building metope and reparation structure |
| CN113882705A (en) * | 2021-09-24 | 2022-01-04 | 北京工业大学 | Reinforced structure of reinforced concrete shear wall |
-
2012
- 2012-05-14 CN CN 201220213555 patent/CN202578022U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635246A (en) * | 2012-05-14 | 2012-08-15 | 武汉大学 | Bearing wall reinforcing body and method for reinforcing bearing wall by using same |
| CN104790681A (en) * | 2015-03-31 | 2015-07-22 | 华南理工大学建筑设计研究院 | Device for preventing wall out-of-plane unstability from causing collapse of building of masonry structure in earthquake |
| CN108252531A (en) * | 2018-02-08 | 2018-07-06 | 上海住总集团建设发展有限公司 | It is a kind of to be used for the restorative procedure of historical building metope and reparation structure |
| CN113882705A (en) * | 2021-09-24 | 2022-01-04 | 北京工业大学 | Reinforced structure of reinforced concrete shear wall |
| CN113882705B (en) * | 2021-09-24 | 2023-01-20 | 北京工业大学 | Reinforced structure of reinforced concrete shear wall |
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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: 20121205 Termination date: 20140514 |