CN210827881U - Compensation type reinforcing belt structure - Google Patents
Compensation type reinforcing belt structure Download PDFInfo
- Publication number
- CN210827881U CN210827881U CN201920855649.XU CN201920855649U CN210827881U CN 210827881 U CN210827881 U CN 210827881U CN 201920855649 U CN201920855649 U CN 201920855649U CN 210827881 U CN210827881 U CN 210827881U
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- belt
- reinforcing
- compensating
- mesh
- isolating
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Abstract
The utility model discloses a compensation type reinforcing belt structure, which relates to the technical field of building structures and comprises a reinforcing belt and compensating belts arranged at the two sides of the reinforcing belt, wherein a plurality of stress rib layers are arranged in the regions of the reinforcing belt and the compensating belts at intervals from top to bottom, and each stress rib layer comprises transverse stress ribs and longitudinal stress ribs which are mutually staggered; the joint of the reinforcing belt and the compensating belt is provided with an isolating belt, and the isolating belt comprises a reinforcing mesh and an isolating mesh, wherein the reinforcing mesh and the isolating mesh are arranged up and down and used for isolating the reinforcing belt and the compensating belt, and the isolating mesh covers the reinforcing mesh; and the area of the reinforcing belt is poured with expanded concrete, and the area of the compensating belt is poured with compensating shrinkage concrete. The utility model provides a pair of compensation formula strengthening band structure, its stable in structure, be difficult to the emergence fracture, and the construction is simple and convenient.
Description
Technical Field
The utility model relates to a building structure technical field, in particular to compensation formula strengthening band structure.
Background
In the related technology, in the existing reinforcing belt structure, before the reinforcing belt is poured with concrete, the concrete on two sides needs to be roughened, so that the construction is very difficult, and the bonding strength of new and old concrete is difficult to ensure; therefore, cracks are easily generated after the reinforcing belt is poured, water leakage is caused, and much inconvenience is brought to construction.
SUMMERY OF THE UTILITY MODEL
The utility model discloses aim at solving one of the technical problem that exists among the prior art at least, the utility model aims at providing a compensation formula strengthening band structure, its stable in structure, be difficult to take place the fracture, and the construction is simple and convenient.
The technical scheme adopted for solving the technical problems is as follows:
a compensation type reinforcing belt structure comprises a reinforcing belt and compensation belts arranged on two sides of the reinforcing belt, wherein a plurality of stress rib layers are arranged in the regions of the reinforcing belt and the compensation belts at intervals from top to bottom, and each stress rib layer comprises a transverse stress rib and a longitudinal stress rib which are mutually staggered; the joint of the reinforcing belt and the compensating belt is provided with an isolating belt, and the isolating belt comprises a reinforcing mesh and an isolating mesh, wherein the reinforcing mesh and the isolating mesh are arranged up and down and used for isolating the reinforcing belt and the compensating belt, and the isolating mesh covers the reinforcing mesh; and the area of the reinforcing belt is poured with expanded concrete, and the area of the compensating belt is poured with compensating shrinkage concrete.
Preferably, the isolation net is provided with two layers which are respectively arranged at two sides of the reinforcing mesh, and a gap is formed between the two layers of the isolation net.
Preferably, the isolation net is a steel wire net with dense holes of 5mm in diameter.
Preferably, the reinforcing belt is formed by continuous casting.
Preferably, an additional rib is further arranged between the adjacent stress rib layers.
Preferably, the additional ribs are fiber reinforced ribs.
Preferably, the transverse stress bar, the longitudinal stress bar and the additional bar are all steel bars.
The embodiment of the utility model provides a one or more technical scheme has following beneficial effect at least: compared with the prior art, the embodiment of the utility model provides a compensation formula strengthening band structure adopts the strengthening band region of pouring inflation concrete and the compensation band region of both sides pouring compensation shrink concrete to constitute, is provided with a plurality of layers of atress muscle layer along upper and lower in this region, and is provided with the median between strengthening band region and the compensation band region, and its overall structure is stable, and the construction is simple and convenient; the design that the median has the separation net can effectively prevent the regional concrete overflow of strengthening band, makes the regional concrete of strengthening band condense better, and makes the regional concrete of strengthening band and the contact surface in compensation area rougher, and the adhesion degree is higher to be difficult to the phenomenon of ftractureing.
Drawings
The present invention will be further explained with reference to the drawings and examples;
FIG. 1 is a block diagram of an embodiment of a compensating reinforcing strip structure of the present invention;
Detailed Description
This section will describe in detail the embodiments of the present invention, preferred embodiments of the present invention are shown in the attached drawings, which are used to supplement the description of the text part of the specification with figures, so that one can intuitively and vividly understand each technical feature and the whole technical solution of the present invention, but they cannot be understood as the limitation of the protection scope of the present invention.
In the description of the present invention, it should be understood that the orientation or positional relationship indicated with respect to the orientation description, such as up, down, front, rear, left, right, etc., is based on the orientation or positional relationship shown in the drawings, and is only for convenience of description and simplification of description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, a plurality of means are one or more, a plurality of means are two or more, and the terms greater than, less than, exceeding, etc. are understood as not including the number, and the terms greater than, less than, within, etc. are understood as including the number. If the first and second are described for the purpose of distinguishing technical features, they are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.
In the description of the present invention, unless there is an explicit limitation, the words such as setting, installation, connection, etc. should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above words in combination with the specific contents of the technical solution.
Referring to fig. 1, a compensation type reinforcing band structure according to an embodiment of the present invention includes a reinforcing band 100 and compensation bands 200 disposed on two sides of the reinforcing band 100, a plurality of stress rib layers 300 are disposed along the upper and lower sides of the reinforcing band 100 and the compensation bands 200 at intervals, each stress rib layer 300 includes transverse stress ribs 310 and longitudinal stress ribs 320 which are staggered with each other, and the structure is more stable; the joint of the reinforcing band 100 and the compensating band 200 is provided with the isolation band 400, the isolation band 400 comprises a reinforcing mesh 410 which is arranged up and down and used for blocking the reinforcing band 100 and the compensating band 200, and an isolation mesh 420 which covers the reinforcing mesh 410, so that concrete in the reinforcing band 100 area can be effectively prevented from overflowing, the concrete in the reinforcing band 100 area can be better condensed, the contact surface between the concrete in the reinforcing band 100 area and the compensating band 200 is rougher, the adhesion degree is higher, and the cracking phenomenon is not easy to occur. The reinforced belt 100 is poured with expansive concrete in the area, so that the impermeability and the structural strength of the concrete can be improved, and the compensation shrinkage concrete is poured in the area of the compensation belt 200, so that the reinforcing steel bar can be tensioned, the compressive stress is generated, and the connection with the reinforced belt 100 is more reliable. Preferably, the structural length of the reinforcing band 100 is 2000mm and the length of the compensating band 200 is 1000 mm.
In some embodiments, the isolation net 420 is provided with two layers, which are respectively disposed on two sides of the reinforcing mesh 410, and a gap is formed between the two isolation nets 420, so that the roughness of the concrete contact surface in the reinforcing band 100 area can be further improved, the contact surface can be better bonded, and the structure can be better prevented from cracking.
In some of these embodiments, the spacer 420 is a steel wire mesh with a pore diameter of 5mm, which can better block the concrete from overflowing and allow the concrete in the area of the reinforcing strip 100 to better set.
In some embodiments, the reinforcing strip 100 is formed by continuous casting, so that the compactness of concrete is increased, and the strength, crack resistance and seepage resistance of the concrete are improved.
In some embodiments, additional ribs 500 are disposed between adjacent stress rib layers 300, so as to further increase the structural strength.
In some of these embodiments, as an implementation mode of the utility model discloses an additional muscle 500 is fiber reinforcement muscle, and its cohesion with the concrete is strong, and the bond strength that combines with the concrete is strong, and compressive strength is high, can prevent effectively that the structure from taking place the fracture. As another embodiment of the utility model, horizontal atress muscle 310, vertical atress muscle 320 and additional muscle 500 are the reinforcing bar, have improved its structural strength, are applicable to the higher construction occasion of structural strength requirement.
The compensation type reinforcing belt structure of the embodiment is widely applied to project engineering, including Hangzhou Xiao assembled construction industrial park project engineering; new institute construction project engineering of women and children health care institute in Taishan City; the engineering project is built in one place, one place and one center in the Banana Ling county, the structure is stable, cracking is not easy to occur, and the quality of project construction is improved.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made without departing from the gist of the present invention within the knowledge range of those skilled in the art.
Claims (6)
1. A compensation formula strengthening band structure which characterized in that: the reinforcing belt comprises a reinforcing belt and compensating belts arranged on two sides of the reinforcing belt, wherein a plurality of stress rib layers are arranged in the regions of the reinforcing belt and the compensating belts at intervals from top to bottom, and each stress rib layer comprises transverse stress ribs and longitudinal stress ribs which are staggered with each other; the joint of the reinforcing belt and the compensating belt is provided with an isolating belt, and the isolating belt comprises a reinforcing mesh and an isolating mesh, wherein the reinforcing mesh and the isolating mesh are arranged up and down and used for isolating the reinforcing belt and the compensating belt, and the isolating mesh covers the reinforcing mesh; pouring expanded concrete in the area of the reinforcing belt, and pouring compensating shrinkage concrete in the area of the compensating belt; the isolation net is provided with two layers which are respectively arranged on two sides of the reinforcing mesh, and a gap is formed between the two layers of the isolation net.
2. A compensating belt structure as claimed in claim 1, wherein: the isolation net is a steel wire net with dense holes of 5mm in diameter.
3. A compensating belt structure as claimed in claim 1, wherein: the reinforcing belt is formed by continuous pouring.
4. A compensating belt structure as claimed in claim 1, wherein: and additional ribs are also arranged between the adjacent stress rib layers.
5. A compensating belt structure as claimed in claim 4, wherein: the additional ribs are fiber reinforced ribs.
6. A compensating belt structure as claimed in claim 4, wherein: the transverse stress rib, the longitudinal stress rib and the additional rib are all steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920855649.XU CN210827881U (en) | 2019-06-05 | 2019-06-05 | Compensation type reinforcing belt structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920855649.XU CN210827881U (en) | 2019-06-05 | 2019-06-05 | Compensation type reinforcing belt structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210827881U true CN210827881U (en) | 2020-06-23 |
Family
ID=71261118
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920855649.XU Expired - Fee Related CN210827881U (en) | 2019-06-05 | 2019-06-05 | Compensation type reinforcing belt structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210827881U (en) |
-
2019
- 2019-06-05 CN CN201920855649.XU patent/CN210827881U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200623 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |