CN202610833U - Reinforced belt retaining wall groove-shaped panel for building - Google Patents
Reinforced belt retaining wall groove-shaped panel for building Download PDFInfo
- Publication number
- CN202610833U CN202610833U CN 201220320691 CN201220320691U CN202610833U CN 202610833 U CN202610833 U CN 202610833U CN 201220320691 CN201220320691 CN 201220320691 CN 201220320691 U CN201220320691 U CN 201220320691U CN 202610833 U CN202610833 U CN 202610833U
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- belt
- reinforced
- penetrating holes
- rib
- reinforced bands
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Abstract
Provided is a reinforced belt retaining wall groove-shaped panel for building. The reinforced belt retaining wall groove-shaped panel for building comprises a groove-shaped rebar concrete panel body, an upper rib and a lower rib are arranged on the back face of the rebar concrete panel body, the upper rib and the lower rib are provided with reinforced belt belt-penetrating holes which correspond to each other in the upper and lower direction, and longitudinal sections of the pressure-bearing faces of the reinforced belt belt-penetrating holes are in a shape of a circular arc. When the reinforced belt belt-penetrating holes of the upper rib and the lower rib are pieced in the mode that the reinforced belt belt-penetrating holes of the lower rib are arranged above the reinforced belt belt-penetrating holes of the upper rib, the reinforced belt belt-penetrating holes of the upper rib and the lower rib are connected smoothly; the longitudinal sections of the pressure-bearing faces of the reinforced belt belt-penetrating holes are in a shape of one-fourth of the circular arc; when the reinforced belt retaining wall groove-shaped panel is used, the upper belt-penetrating holes and the lower belt-penetrating holes of the upper panel and the lower panel are aligned, the reinforced belts penetrate through the upper belt-penetrating holes and the lower belt-penetrating holes which are aligned, the reinforced belts are fully attached with the bearing faces of the belt-penetrating holes, the reinforced belts are not easy to break because of overlarge stress, and accordingly the reinforced belt retaining wall groove-shaped panel is safe to use. Additionally, a panel module is convenient to manufacture and dismount during construction.
Description
Technical field
The utility model relates to precast concrete facade panel, especially a kind of reinforced bands barricade flute profile panel of embankment barricade for building.
Background technology
The reinforced earth bulkhead panel is widely used in the engineering of every profession and trade embankment barricade.All the time; Adopt reinforced bands to build reinforced earth bulkhead, reinforced bands is to adopt common flute profile reinforced earth bulkhead panel with being connected of metope, and the reinforced bands of reinforced earth bulkhead panel is worn muscle hole pressure-bearing surface and is 1/2 circle; Demoulding existing problems when panel is prefabricated, template is difficult for taking off.In addition, after the alignment of upper and lower layer reinforced earth bulkhead panel is installed, wear the muscle hole and form class figure of three that is communicated with up and down and wear the muscle hole, reinforced bands can not fully contact with pressure-bearing surface, occurs stress easily and concentrates and cause reinforced bands to rupture, and has potential safety hazard.
The utility model content
To the problems referred to above, the utility model provides a kind of reinforced bands barricade flute profile panel that is not easy to cause because of stress problem the bar strip fracture.
In order to solve the problems of the technologies described above; The utility model provides a kind of reinforced bands barricade flute profile panel for building; The steel bar concrete panel body that comprises grooved; This steel bar concrete panel body back side is provided with upper and lower rib, this upper and lower rib be provided with above-below direction over against reinforced bands wear the muscle hole, the longitudinal cross-section that reinforced bands is worn muscle hole pressure-bearing surface is a circular arc; It is characterized in that: wear the muscle hole when the reinforced bands on the upper and lower rib and press reinforced bands on the rib and wear the muscle hole when being positioned at reinforced bands on the rib and wearing the mode amalgamation on the muscle hole, the reinforced bands on the upper and lower rib is worn the smooth connection of muscle hole.
Further, to wear the longitudinal cross-section of muscle hole pressure-bearing surface be 1/4 circular arc to said reinforced bands.
The good effect of the utility model is:
When using this reinforced bands barricade flute profile panel; Upper and lower deck panels upper and lower worn the alignment of muscle hole, wears the muscle hole with what reinforced bands was passed consistency from top to bottom, and reinforced bands is fitted with the pressure-bearing surface of wearing the muscle hole fully; Be difficult for because excessive stress causes the reinforced bands fracture, safe in utilization.In addition also the making of instant noodles plate module and the construction in dismounting.
Description of drawings
The front view of Fig. 1 the utility model;
The A-A view of Fig. 2 the utility model;
The vertical view of Fig. 3 the utility model;
The scheme of installation of Fig. 4 the utility model.
The specific embodiment
Below in conjunction with specific embodiment the utility model is done further explain.
Extremely shown in Figure 4 like Fig. 1; Reinforced bands barricade flute profile panel for building; The steel bar concrete panel body 1 that comprises grooved; This steel bar concrete panel body back side is provided with rib 2 and following rib 3, this upper and lower rib be provided with above-below direction over against reinforced bands wear muscle hole 4, the longitudinal cross-section that reinforced bands is worn muscle hole pressure-bearing surface is a circular arc.Wear muscle hole 4 when the reinforced bands on the upper and lower rib and press reinforced bands on the rib and wear the muscle hole when being positioned at reinforced bands on the rib and wearing the mode amalgamation on the muscle hole, the reinforced bands on the upper and lower rib is worn the smooth connection of muscle hole.
Further, the longitudinal cross-section that said reinforced bands is worn muscle hole pressure-bearing surface is 1/4 circular arc, is the semicircle of standard when reinforced bands is worn the amalgamation of muscle hole so up and down.
During installation; Reinforced bands barricade flute profile panel superposes up and down, passes the reinforced bands of this consistency from top to bottom with reinforced bands 5 and wears muscle hole 4, and this pressure-bearing surface that makes reinforced bands 5 and reinforced bands wear muscle hole 4 is fitted fully; Be difficult for because excessive stress causes reinforced bands 5 fractures, safe in utilization.The longitudinal cross-section of adopting reinforced bands to wear the pressure-bearing surface in muscle hole 4 simultaneously is 1/4 circular arc, is convenient to install and use.
The foregoing description of the utility model only is to give an example for what explanation the utility model was done, and is not to be the 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 (2)
1. reinforced bands barricade flute profile panel for building; The steel bar concrete panel body (1) that comprises grooved; This steel bar concrete panel body (1) back side is provided with upper and lower rib (2,3); This upper and lower rib (2,3) be provided with above-below direction over against reinforced bands wear muscle hole (4); The longitudinal cross-section that reinforced bands is worn muscle hole (4) pressure-bearing surface is a circular arc, it is characterized in that: wear muscle hole (4) when the reinforced bands on the upper and lower rib and press reinforced bands on the rib and wear muscle hole (4) when being positioned at reinforced bands on the rib and wearing the mode amalgamation on the muscle hole (4), the reinforced bands on the upper and lower rib is worn muscle hole (4) smooth connection.
2. according to the said reinforced bands barricade flute profile panel for building of claim 1, it is characterized in that: the longitudinal cross-section that said reinforced bands is worn muscle hole (4) pressure-bearing surface is 1/4 circular arc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220320691 CN202610833U (en) | 2012-07-04 | 2012-07-04 | Reinforced belt retaining wall groove-shaped panel for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220320691 CN202610833U (en) | 2012-07-04 | 2012-07-04 | Reinforced belt retaining wall groove-shaped panel for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202610833U true CN202610833U (en) | 2012-12-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220320691 Expired - Fee Related CN202610833U (en) | 2012-07-04 | 2012-07-04 | Reinforced belt retaining wall groove-shaped panel for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202610833U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103382723A (en) * | 2013-07-26 | 2013-11-06 | 中铁十七局集团第六工程有限公司 | Construction method for controlling flatness of wall surface of reinforced retaining wall |
-
2012
- 2012-07-04 CN CN 201220320691 patent/CN202610833U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103382723A (en) * | 2013-07-26 | 2013-11-06 | 中铁十七局集团第六工程有限公司 | Construction method for controlling flatness of wall surface of reinforced retaining wall |
| CN103382723B (en) * | 2013-07-26 | 2015-08-19 | 中铁十七局集团第六工程有限公司 | The construction method that reinforced earth bulkhead degree of plainness for wall surface controls |
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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 |
Granted publication date: 20121219 Termination date: 20150704 |
|
| EXPY | Termination of patent right or utility model |