CN207646688U - A kind of frost thawing resistance concrete precast fence plate of GFRP tendons - Google Patents
A kind of frost thawing resistance concrete precast fence plate of GFRP tendons Download PDFInfo
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- CN207646688U CN207646688U CN201721559130.4U CN201721559130U CN207646688U CN 207646688 U CN207646688 U CN 207646688U CN 201721559130 U CN201721559130 U CN 201721559130U CN 207646688 U CN207646688 U CN 207646688U
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- muscle cage
- cage
- rib
- concrete
- side bar
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Abstract
A kind of frost thawing resistance concrete precast fence plate of GFRP tendons, which is characterized in that including：Concrete, muscle cage and hoisting device, the muscle cage are set to inside concrete, and the hoisting device is set to concrete top, and the hoisting device is connect by concrete with muscle cage；Wherein, the muscle cage includes：First rib muscle cage, the second rib muscle cage, third rib muscle cage, side bar muscle cage and barrier board branch hamstring cage.The utility model uses the high-performance type GFRP tendons for being drawn into type after glued according to a certain percentage by resin and fiber to substitute traditional reinforcing bar, not only there is in terms of bearing capacity and corrosion resistance superiority, but also have many advantages, such as that intensity is high, durability is good, light-weight, easy for construction.
Description
Technical field
The utility model is related to bank protection pavement structures in a kind of ocean project of cultivation, and in particular to a kind of GFRP tendons it is freeze proof
Melt concrete prefabricated barrier board.
Background technology
Through carrying out the protection of side slope frequently with the artificial block mask of reinforced concrete structure in the project of cultivation of ocean, reduce wind
Influence of the wave to dyke, artificial block mask has nut block, barrier board, quadrangle cavity block, torsion-bending ratio etc. at present, and grid
Unrestrained performance that breast board mask has many advantages, such as that degree of safety is big, stability is good, transmission disappears is good and by more and more extensive use, but in seawater
Reinforcement corrosion destruction frequently can lead to the reinforced concrete structure lost of life caused by the infiltration of chlorion, even if using addition resistance
The methods of rust agent, cathodic protection can not ideally solve steel bars corrosion problem.
Therefore, a series of improvement have been carried out to solve the above-mentioned problems.
Utility model content
The purpose of the utility model is to provide a kind of frost thawing resistance concrete precast fence plates of GFRP tendons, existing to overcome
There are the disadvantages mentioned above and deficiency present in technology.
A kind of frost thawing resistance concrete precast fence plate of GFRP tendons, which is characterized in that including：It concrete, muscle cage and slings
Device, the muscle cage are set to inside concrete, and the hoisting device is set to concrete top, and the hoisting device passes through concrete
It is connect with muscle cage；
Wherein, the muscle cage includes：First rib muscle cage, the second rib muscle cage, third rib muscle cage, side bar muscle cage and grid
Breast board branch hamstring cage, the first rib muscle cage, the second rib muscle cage and third rib muscle cage both ends are hung down with side bar muscle cage respectively
Direct-connected to connect, the first rib muscle cage cross section is ladder structure of right angle, and the second rib muscle cage and third rib muscle cage are horizontal
Section is isosceles trapezoidal structure, and the third rib muscle cage is a plurality of, and the third rib muscle cage is distributed in first rib muscle
Among cage and the second rib muscle cage, the side bar muscle cage rectangular cross-section structure, the side bar muscle cage is symmetrical arranged, the side bar
With first rib muscle cage straight flange side in same vertical plane, the side bar muscle cage other end extends the second rib muscle for muscle cage one end end face
Cage part forms barrier board branch hamstring cage, and the side bar muscle cage is connect with hoisting device.
Further, the muscle cage is formed using GFRP tendons.
Further, the hoisting device includes：Reinforcing bar and hanging ring are sling, the reinforcing bar of slinging is symmetrically set on side bar muscle cage
Hypomere, the reinforcing bar of slinging is U-shaped structure, described to sling reinforcing bar both ends and side bar muscle cage vertical connection, described to sling reinforcing bar arc
Extend concrete and form hanging ring in shape part.
The beneficial effects of the utility model：
The utility model uses the high-performance type GFRP for being drawn into type after glued according to a certain percentage by resin and fiber
Muscle substitutes traditional reinforcing bar, not only has superiority, but also the high, durability with intensity in terms of bearing capacity and corrosion resistance
The advantages that good, light-weight, easy for construction.
Description of the drawings
Fig. 1 is the perspective view of the utility model.
Fig. 2 is the structure chart of the utility model.
Reference numeral：
Concrete 100.
Muscle cage 200, first rib muscle cage 210, the second rib muscle cage 220, third rib muscle cage 230,240 and of side bar muscle cage
Barrier board branch hamstring cage 250.
Hoisting device 300 slings reinforcing bar 310 and hanging ring 320.
Specific implementation mode
Below in conjunction with specific embodiment, progress explanation is made to the utility model.It should be understood that following embodiment is merely to illustrate
The utility model is not for restriction the scope of the utility model.
Embodiment 1
Fig. 1 is the perspective view of the utility model.Fig. 2 is the structure chart of the utility model.
As illustrated in fig. 1 and 2, the frost thawing resistance concrete precast fence plate of a kind of GFRP tendons, including：Concrete 100, muscle cage
200 and hoisting device 300, muscle cage 200 is set to inside concrete 100, and hoisting device 300 is set to 100 top of concrete, slings dress
300 are set to connect with muscle cage 200 by concrete 100；
Wherein, muscle cage 200 includes：First rib muscle cage 210, the second rib muscle cage 220, third rib muscle cage 230, side bar
Muscle cage 240 and barrier board branch hamstring cage 250,230 liang of first rib muscle cage 210, the second rib muscle cage 220 and third rib muscle cage
Respectively with 240 vertical connection of side bar muscle cage, 210 cross section of first rib muscle cage is ladder structure of right angle, the second rib muscle cage at end
220 and 230 cross section of third rib muscle cage be isosceles trapezoidal structure, third rib muscle cage 230 be a plurality of, third rib muscle cage
230 are distributed among first rib muscle cage 210 and the second rib muscle cage 220,240 rectangular cross-section structure of side bar muscle cage, side bar
Muscle cage 240 is symmetrical arranged, and 240 one end end face of side bar muscle cage is with 210 straight flange side of first rib muscle cage in same vertical plane, side bar muscle cage
240 other ends extend 220 part of the second rib muscle cage and form barrier board branch hamstring cage 250, side bar muscle cage 240 and hoisting device
300 connections.
Muscle cage 200 is formed using GFRP tendons.
Hoisting device 300 includes：Reinforcing bar 310 and hanging ring 320 are sling, reinforcing bar 310 is sling and is symmetrically set in side bar muscle cage 240
Upper and lower section, it is U-shaped structure to sling reinforcing bar 310, slings 310 both ends of reinforcing bar and 240 vertical connection of side bar muscle cage, slings reinforcing bar 310
Arch section extends concrete 100 and forms hanging ring 320.
The utility model uses the high-performance type GFRP for being drawn into type after glued according to a certain percentage by resin and fiber
Muscle substitutes traditional reinforcing bar, not only has superiority, but also the high, durability with intensity in terms of bearing capacity and corrosion resistance
The advantages that good, light-weight, easy for construction.
Specific embodiment of the present utility model is illustrated above, but the utility model is not limited thereto, only
The objective of the utility model is not departed from, the utility model there can also be various change.
Claims (3)
1. a kind of frost thawing resistance concrete precast fence plate of GFRP tendons, which is characterized in that including：Concrete (100), muscle cage
(200) and hoisting device (300), the muscle cage (200) are set to concrete (100) inside, and the hoisting device (300) is set to mixed
Solidifying soil (100) top, the hoisting device (300) are connect by concrete (100) with muscle cage (200)；
Wherein, the muscle cage (200) includes：First rib muscle cage (210), the second rib muscle cage (220), third rib muscle cage
(230), side bar muscle cage (240) and barrier board branch hamstring cage (250), the first rib muscle cage (210), the second rib muscle cage
(220) and third rib muscle cage (230) both ends respectively with side bar muscle cage (240) vertical connection, the first rib muscle cage (210)
Cross section is ladder structure of right angle, and the second rib muscle cage (220) and third rib muscle cage (230) cross section are isosceles trapezoid
Structure, the third rib muscle cage (230) are a plurality of, and the third rib muscle cage (230) is distributed in first rib muscle cage
(210) and the second rib muscle cage (220) is intermediate, side bar muscle cage (240) rectangular cross-section structure, the side bar muscle cage
(240) it is symmetrical arranged, side bar muscle cage (240) one end end face is with first rib muscle cage (210) straight flange side in same vertical plane, institute
It states side bar muscle cage (240) other end and extends the second rib muscle cage (220) part formation barrier board branch hamstring cage (250), it is described
Side bar muscle cage (240) is connect with hoisting device (300).
2. a kind of frost thawing resistance concrete precast fence plate of GFRP tendons according to claim 1, it is characterised in that：The muscle
Cage (200) is formed using GFRP tendons.
3. a kind of frost thawing resistance concrete precast fence plate of GFRP tendons according to claim 1, it is characterised in that：It is described to hang
Lifting device (300) includes：Reinforcing bar (310) and hanging ring (320) are sling, the reinforcing bar (310) of slinging is symmetrically set in side bar muscle cage
(240) upper and lower section, the reinforcing bar (310) of slinging is U-shaped structure, described to sling reinforcing bar (310) both ends and side bar muscle cage (240)
Vertical connection, described reinforcing bar (310) arch section of slinging extend concrete (100) formation hanging ring (320).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721559130.4U CN207646688U (en) | 2017-11-21 | 2017-11-21 | A kind of frost thawing resistance concrete precast fence plate of GFRP tendons |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721559130.4U CN207646688U (en) | 2017-11-21 | 2017-11-21 | A kind of frost thawing resistance concrete precast fence plate of GFRP tendons |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207646688U true CN207646688U (en) | 2018-07-24 |
Family
ID=62888979
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721559130.4U Active CN207646688U (en) | 2017-11-21 | 2017-11-21 | A kind of frost thawing resistance concrete precast fence plate of GFRP tendons |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207646688U (en) |
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2017
- 2017-11-21 CN CN201721559130.4U patent/CN207646688U/en active Active
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