Steel-yas composite geogrid
Product Description
Khoom nta:
1. Nrog lub zog siab thiab me me creeps, nws yoog mus rau ntau yam ib puag ncig cov av, thiab tuaj yeem ua tau raws li kev siv cov phab ntsa ruaj khov hauv cov kev loj.
2. Nws tuaj yeem txhim kho qhov sib cuam tshuam thiab occlusal cuam tshuam ntawm cov kabmob muaj zog, txhim khu kev muaj peev xwm ntawm lub hauv paus, zoo tswj cov kev hloov pauv ntawm cov av, thiab txhim khu kev ruaj ntseg ntawm lub hauv paus.
3. Piv nrog rau cov tsoos geogrid, nws muaj cov yam ntxwv ntawm lub zog siab, muaj zog bearing muaj peev xwm, anti-corrosion, anti-aging, loj kev sib txhuam coefficient, uniform qhov, kev tsim kho yooj yim thiab kev pab lub neej ntev.
4. Nws yog qhov tsim nyog rau kev ua haujlwm hauv dej hiav txwv sib sib zog nqus thiab kev txhawb nqa ntawm embankments, thiab hauv paus daws cov teeb meem kev ua haujlwm ntawm lub zog tsis muaj zog, tsis zoo corrosion kuj thiab lub neej ua haujlwm luv luv los ntawm kev yaig mus ntev ntawm cov dej hiav txwv rau gabions ua los ntawm lwm cov ntaub ntawv.
5. Nws tuaj yeem zam qhov kev tsim kho kev puas tsuaj los ntawm kev raug crushed thiab puas los ntawm lub tshuab thaum lub sij hawm tsim kho.
Daim ntawv thov Scenario
Nws tuaj yeem siv rau txoj kev loj, railways, embankments, choj abutments, kev siv nkag, docks, revetments, dej nyab tswj embankments, dams, tidal flat kho, freight yards, slag yards, tshav dav hlau, kev ua si teb, ib puag ncig tiv thaiv vaj tse, mos av foundation reinforcement , tuav cov phab ntsa, kev tiv thaiv txoj kab nqes thiab txoj kev tiv thaiv thiab lwm yam kev tsim vaj tsev.
Khoom Parameters
JT/T925.1-2014 "Geosynthetics nyob rau hauv txoj kev loj engineering-geogrid- part1: steel-yas compound geogrid"
| Specification | ZPO 30-30 | TSW 50-50 | TSW 60-60 | ZPO 70-70 | TSW 80-80 | TSW 100-100 | TSW 120-120 |
| Vertical thiab Kab rov tav Tensile zog ≥ (kN / m) | 30 | 50 | 60 | 70 | 80 | 100 | 120 |
| Vertical thiab Kab rov tav Break Elongation ≤(%) | 3 | ||||||
| Spot Peeling zog ≥ (N) | 300 | 500 | |||||
