UD Carbon Fiber Npuag
Hloov cov txheej txheem (structural alterations)
1.Hloov qhov chaw ntawm phab ntsathiab/los yogkem
2. Txiav tawm hauv pem teb slab qhib
Cov laus thiab cov qauv puas
1.Kev laus ntawm cov khoom siv qub deteriorated
2. Corrosion ntawm steel tuav hauv pob zeb
3. Kev sib tsoo tsheb cuam tshuam rau cov qauv (kev puas tsuaj)
Cov qauv tsis zoo vim yog kev tsim lossis kev tsim kho yuam kev
1.Tsis muaj cov ntaub ntawv qhia ntxaws ntxaws 2. Cov tswv cuab tsis txaus αoss seem
3. Substandard pob zeb khoom siv zog
Daim Ntawv Thov Ntau
Load nce raws li qhov tshwm sim ntawm
1. Kev thauj khoom ntau ntxiv hauv cov tsev lag luam
2. Inα yooj yim hauv tsheb hnyav thiab ntim ntawm cov choj
3. Kev txhim kho cov cuab yeej hnyav hauv cov chaw ua haujlwm
4. Ua kom muaj kev vibration hauv cov qauv
5. Hloov hauv lub tsev ua haujlwm / siv
Txhim kho cov txheej txheem
1. Txo deformations
2. Txo cov kev ntxhov siab hauv cov txheej txheem uas twb muaj lawm
3. txwv los yog ntes tawg propagation
Seismic retrofitting
1.Kem wrapping reinforcement rau kev txhim kho ductility thiab shear zog
2. Masonry phab ntsa txhawb kev txhim kho tawm ntawm lub dav hlau khoov thiab hauv-plane shear zog
3. Beam thiab slab reinforcement
Qhov zoo ntawm High-Quality Carbon Fiber
Ua los ntawm high-zoo thoob ntiaj teb aviation-qib xov paj
Cov pa roj carbon fiber tsis tsuas yog muaj lub zog siab thiab siab elastic modulus
Technical Parameters
Qauv | Tshwj xeeb cation | Qib Qib | Thickness | |
HM-20 | 2g / m2 | Siab zog Qib 1 | Siab zog Qib 11 | O.lwm |
HM-30 | 3g / m2 | Siab zog Qib 1 | Siab zog Qib 11 | 0.167 hli |
HWM-43 | 430 g / m2 | High Strength Qib I | Siab zog Qib 11 | 0.240 hli |
HM-45 | 4g / m2 | Siab zog Qib 1 | Siab zog Qib 11 | 0.250 hli |
HWM-53 | 5g / m2 | Siab zog Qib 1 | Siab zog Qib 11 | 0, 294mm |
HM-60 | 6g / m2 | Siab zog Qib 1 | Siab zog Qib 11 | o333mm ua |
Dav: 1 hli 150mm 2 hli 250mm 300mm 500mm lwm qhov dav tuaj yeem kho | ||||
Weave: Undiredional | ||||
Xim: Dub |
Performance Index
Lub npe qhov project | Qib 1 Technical Properties | Qib 2 Technical Properties |
Tus nqi ntawm Tensile Strength (ASTM D3039) (MPa) | 4 100 | 3400 ib |
Tensile Elastic Modulus (ASTM D3039) (MPa) | 2.4x 1()S | 2.2 x 105 |
Elongation ntawm Break (ASTM D3039) (%) | 1.6 | 1.5 |
Flexural zog (ASTM D7264) (MPa) | 1000 | 900 |
Shear zog (ASTM D2344) (MPa) | 80 | 70 |
FRP rau Concrete Bonding Strength (MPa) | 2.5 pob zeb cohesion tsis ua hauj lwm | |
Qhov ntom(g / cm3) | 1.8 |