I-Filament engalukiweyo iGeotextile

Inkcazelo emfutshane:

I-Filament Engalukiweyo I-Geotextile yiNaliti eqhubekayo yeFilament ehlatywe i-Geotextile engalukiweyo eyenziwe ngePolyester, eyenziwe yinkqubo yokuhlatywa kwenaliti kunye nokubotshwa kwe-thermal, inika ukusebenza okuphezulu ngeyunithi yobunzima.I-Filament engalukwanga i-Geotextile ibonelela ngesisombululo esisebenzayo kunye nesoqoqosho sokwahlula, ukuhluzwa, ukuhambisa amanzi, ukhuseleko kunye nokuqinisa imisebenzi yeeprojekthi zobunjineli.


Iinkcukacha zeMveliso

Iithegi zeMveliso

Inkcazo:

I-Filament Engalukiweyo I-Geotextile yiNaliti eqhubekayo yeFilament ehlatywe i-Geotextile engalukiweyo eyenziwe ngePolyester, eyenziwe yinkqubo yokuhlatywa kwenaliti kunye nokubotshwa kwe-thermal, inika ukusebenza okuphezulu ngeyunithi yobunzima.I-Filament engalukwanga i-Geotextile ibonelela ngesisombululo esisebenzayo kunye nesoqoqosho sokwahlula, ukuhluzwa, ukuhambisa amanzi, ukhuseleko kunye nokuqinisa imisebenzi yeeprojekthi zobunjineli.

Iimpawu zeMveliso:

Uhluzo

xa amanzi edlula kwi-fine-grained ukuya ku-coarse grained layer, i-Non-woven Geotextiles inokugcina amasuntswana amahle kakuhle.Njengaxa amanzi ephuma kumhlaba oyisanti ukuya kumjelo wegrabile esongelwe yiGeotextile.

Ukwahlukana

ukwahlula iileya ezimbini zomhlaba ezineempawu ezibonakalayo ezahlukileyo, ezinjengokwahlulwa kwegrabile yendlela kwizinto ezithambileyo ezisezantsi.

Ukuhanjiswa kwamanzi

ukukhupha i-liquid okanye igesi kwi-plane yelaphu, ekhokelela ekukhutsheni okanye ekuphumeni komhlaba, njengomaleko we-gas vent kwi-cap yokulahla.

Ukomelezwa

ukuphucula umthamo wokuthwala umthwalo wesakhiwo esithile somhlaba, njengokuqiniswa kodonga olugcinayo.

Iphepha ledatha yobuchwephesha:

 

Uvavanyo Iyunithi I-BTF10 I-BTF15 BTF20 BTF25 BTF30 BTF35 BTF40 BTF45 BTF50 BTF60 BTF80
Hayi. Ubunzima ngemitha yesikwere g/m2 100 150 200 250 300 350 400 450 500 600 800
1 ukuhluka kobunzima % -6 -6 -6 -5 -5 -5 -5 -4 -4 -4 -4
2 ubukhulu mm 0.8 1.2 1.6 1.9 2.2 2.5 2.8 3.1 3.4 4.3 5.5
3 ukwahluka kobubanzi % -0.5
4 Ukwaphuka Amandla(MD adn XMD) KN/m 4.5 7.5 10.5 12.5 15 17.5 20.5 22.5 25 30 40
5 ElongationIkhefu % 40 ~ 80
6 I-CBR BurstAmandla KN/m 0.8 1.4 1.8 2.2 2.6 3 3.5 4 4.7 5.5 7
7 ubungakanani besisefu 090 mm 0.07 〜0.20
8 I-Coefficient of Pemeability cm/s (1.099)X(10-1 ~ 10-3)
9 Iinyembezi Amandla KN/m 0.14 0.21 0.28 0.35 0.42 0.49 0.56 0.63 0.7 0.82 1.1

 

Isicelo:

1.Ukuqinisa i-backfill yodonga olugcinayo okanye ukumisa ipleyiti yobuso yodonga olugcinayo.Yakha iindonga ezisongelweyo ezigcinayo okanye iiabutments.

2.Ukuqinisa i-flexible pavement, ukulungisa iintanda endleleni kunye nokuthintela ukuqhekeka okubonakalayo kwindlela.

3.Ukwandisa ukuzinza kwethambeka legrabile kunye nomhlaba owomeleziweyo ukuthintela ukukhukuliseka komhlaba kunye nomonakalo womkhenkce kwiqondo lobushushu eliphantsi.

4.Uluhlu lokuzihlukanisa phakathi kwe-ballast kunye ne-roadbed okanye phakathi kwe-roadbed kunye nomhlaba othambileyo.

5.Umaleko wokwahlula phakathi kokuzaliswa okwenziweyo, i-rockfill okanye intsimi yezinto eziphathekayo kunye nesiseko, ukuhlukaniswa, ukuhluzwa kunye nokuqiniswa phakathi kweengqimba zomhlaba owenziwe ngumkhenkce.

6. Umaleko wesihluzi sokufikelela phezulu kwedama lokuqala lokugcina uthuthu okanye idama leentsalela zezimbiwa, kunye nomaleko wesihluzo senkqubo yokuhambisa amanzi kwindawo yokugalela ngasemva kodonga olugcinayo.

7. Umaleko wesihluzi ojikeleze umbhobho wokuhambisa amanzi okanye umsele wokuhambisa igrabile.

8.Izihlungi zemithombo yamanzi, imithombo yokunceda okanye i-oblique yoxinzelelo lwemibhobho kubunjineli be-hydraulic.

9.I-Geotextile yodwa umaleko phakathi kohola wendlela, isikhululo seenqwelomoya, i-slag kaloliwe kunye ne-rockfill eyenziweyo kunye nesiseko.

10. Umjelo othe nkqo okanye othe tyaba ngaphakathi kwedama lomhlaba, ongcwatywe emhlabeni ukuze uchithe uxinzelelo lwamanzi epore.

11. Umjelo wamanzi ngasemva kwegeomembrane engangenwayo okanye phantsi kokhuselo lwekhonkrithi kumadama omhlaba okanye elungqamekweni.


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