Hongyue ifayibha ezimfutshane inaliti ngenqindi geotextile
Inkcazelo emfutshane:
I-Warp-knitted composite geotextile luhlobo olutsha lwe-geomaterials enemisebenzi emininzi, eyenziwe ikakhulu ngefiber yeglasi (okanye ifayibha yokwenziwa) njengesixhobo sokuqinisa, ngokudityaniswa ne-staple fibre enenaliti engalukwanga. Isici sayo esikhulu kukuba indawo yokuwela i-warp kunye ne-weft ayigobilenga, kwaye nganye ikwimeko ethe tye. Esi sakhiwo senza i-warp edityanisiweyo ye-geotextile enamandla amakhulu kunye nobude obuphantsi.
IiNkcazo zeeMveliso
Ifayibha emfutshane enenaliti ye-geotextile eveliswe ngu-Shandong Hongyue Environmental Protection Engineering Co., Ltd. luhlobo lwemathiriyeli engalukwanga eyenziwe nge-staple fiber ngokunitha itekhnoloji, esetyenziswa ngokubanzi kubunjineli boluntu, ukhuseleko lokusingqongileyo, ezolimo kunye namanye amacandelo e-geosynthetic. izixhobo. Xa kuthelekiswa nefilament yemveli enithiweyo ye-nonwoven geotextile, i-fiber emfutshane ene-punched geotextile ineempawu ezingcono zoomatshini kunye nokuguquguquka.
Uphawu
1. Umnatha awuvalwanga lula. Isakhiwo sothungelwano esenziwe yi-amorphous fiber tissue ine-anisotropy kunye ne-motility.
2. Ukungena kwamanzi aphezulu. Inokugcina ukunyanzeliswa kwamanzi okulungileyo phantsi koxinzelelo lomsebenzi womhlaba.
3. Ukumelana nokubola. Nge-polypropylene okanye i-polyester kunye nezinye iikhemikhali zefiber njengezinto eziluhlaza, i-asidi kunye nokumelana ne-alkali, akukho konakala, akukho nundu, i-anti-oxidation.
4. Ulwakhiwo olulula. Ubunzima obulula, kulula ukuyisebenzisa.
Isicelo
1. Ukwahlukaniswa kwezinto zokwakha ezineempawu ezahlukeneyo zomzimba, ukwenzela ukuba kungabikho ukulahleka okanye ukuxuba phakathi kwezinto ezimbini okanye ngaphezulu, gcina isakhiwo esipheleleyo kunye nomsebenzi wezinto eziphathekayo, kwaye uqinise amandla omthwalo wesakhiwo.
2. Xa amanzi ephuma kumaleko omhlaba ocolekileyo esiya kumaleko omhlaba orhabaxa, ukungeneka kwawo okulungileyo kunye nokungena kwamanzi kusetyenziswa ukwenza amanzi adlule, kwaye athintele ngokufanelekileyo amasuntswana omhlaba, isanti ecolekileyo, amatye amancinci, njl. njl., ukugcina amanzi uzinzo lobunjineli bomhlaba namanzi.
3. Yimpahla efanelekileyo yokuhambisa amanzi, enokuthi yenze umjelo wokukhupha amanzi ngaphakathi komhlaba kwaye isuse ulwelo olugqithisileyo kunye negesi kwisakhiwo somhlaba.
4. Ukusetyenziswa kwe-geotextiles enenaliti ukuqinisa amandla okuqina kunye nokukwazi ukuguqulwa kobunzima bomhlaba, ukwandisa ukuzinza kwesakhiwo sokwakha, kunye nokuphucula umgangatho wobunzima bomhlaba.
5. Ukusabalalisa ngokufanelekileyo, ukudlulisa okanye ukubola uxinzelelo olugxininisiweyo ukukhusela umhlaba ukuba ungonakaliswe ngamandla angaphandle.
6. Ukusebenzisana nezinye izinto (ikakhulukazi i-asphalt okanye ifilimu yeplastiki) ukwenza umqobo ongenakuthintelwa kumhlaba womhlaba (ikakhulukazi usetyenziselwa ukubuyisela umgwaqo omkhulu, ukulungiswa, njl.).
7. Inokusetyenziswa ngokubanzi kwindawo yokugcina amanzi, i-hydropower, i-highways, i-railways, izibuko, i-airports, iindawo zezemidlalo, i-tunnels, iilwandle ezinxwemeni, ukulungiswa kwakhona, ukukhuselwa kokusingqongileyo kunye nezinye iindawo, ukudlala yedwa, ukuhluza, ukukhupha amanzi, ukuqiniswa, ukukhuselwa, ukutywinwa kwendima.
IiNkcazo zeMveliso
I-GB/T17638-1998
No | Inkcazo Ixabiso Into | Inkcazo | Phawula | ||||||||||
100 | 150 | 200 | 250 | 300 | 350 | 400 | 450 | 500 | 600 | 800 | |||
1 | Ukwahluka kobunzima beyunithi, % | -8 | -8 | -8 | -8 | -7 | -7 | -7 | -7 | -6 | -6 | -6 | |
2 | ubukhulu, ㎜ | 0.9 | 1.3 | 1.7 | 2.1 | 2.4 | 2.7 | 3.0 | 3.3 | 3.6 | 4.1 | 5.0 | |
3 | ukwahluka kobubanzi, % | -0.5 | |||||||||||
4 | ukophuka amandla, kN/m | 2.5 | 4.5 | 6.5 | 8.0 | 9.5 | 11.0 | 12.5 | 14.0 | 16.0 | 19.0 | 25.0 | TD/MD |
5 | ubude obuqhekezayo, % | 25 ~100 | |||||||||||
6 | CBR mullen ugqabhuke amandla, kN | 0.3 | 0.6 | 0.9 | 1.2 | 1.5 | 1.8 | 2.1 | 2.4 | 2.7 | 3.2 | 4.0 | |
7 | Ubungakanani obunzima, ㎜ | 0.07 ~ 0.2 | |||||||||||
8 | nkqo i-coefficient yokungena, ㎝/s | K× (10-1~10-3) | K=1.0–9.9 | ||||||||||
9 | amandla eenyembezi, kN | 0.08 | 0.12 | 0.16 | 0.20 | 0.24 | 0.28 | 0.33 | 0.38 | 0.42 | 0.46 | 0.6 | TD/MD |