Nukae nye mɔ̃ si wotsɔ wɔa atiwo ƒe atiwoe?

Ðe nèle avu wɔm kple . Atiwo ƒe Beam Formwork ƒe akɔntabubuwo le wò xɔtudɔa me? Xɔtula geɖe kpɔe be akɔntabubu siawo nye kuxi.

 

Ati ƒe keklẽ ƒe nɔnɔme ƒe akɔntabubu nyuie le vevie ŋutɔ na kɔkrit wɔwɔ le dedie eye wòwɔa dɔ nyuie. Mɔ̃ɖaŋununyaawo xɔxɔ le mɔ gbegblẽ nu ate ŋu ahe vodada siwo xɔa ga geɖe vɛ.

 

Le mɔfiame sia me la, míadzro mɔfiame vevi siwo woatsɔ awɔ atiwo ƒe xɔtunuwo ƒe nɔnɔmetatawo me. Àsrɔ̃ didime siwo tututu le wo ŋu, agbawo ƒe akɔntabubuwo, kple dɔwɔwɔ ŋutɔŋutɔwo hena formwork ƒe ɖoɖowɔwɔ dzidzedzetɔe.

 

Ati ƒe keklẽ ƒe nɔnɔme ƒe gɔmedzenufiafiawo .

 

Gɔmesese kple eƒe akpa aɖewo .

 

Ati ƒe keklẽ ƒe nɔnɔmewɔwɔ nyea ɣeyiɣi kpui aɖe ƒe kpekpeɖeŋunanu na kɔnkrit le xɔtutu me. Enaa ɖoɖo vevi si trɔa asi le kɔkrit ŋu hedoa alɔe vaseɖe esime wòsesẽna.

 

Mina míagbã akpa veviawo:

 

Nu vevi siwo le eme:

- Main Beams (Kpekpeɖeŋu Gbãtɔ) .

- Cross Beams (Kpekpeɖeŋu Evelia) .

- Plywood ƒe agbalẽwo (nɔnɔmetata ƒe anyigba) .

- Kpekpeɖeŋunanuwo (Kpɔɖeŋu Kpekpeɖeŋu) .

- Kadodo ƒe xɔtunuwo .

 

Ati ƒe keklẽ ƒomevi vevi eve ye xɔ aƒe ɖe asi me:

 

1. H20 Atiwo ƒe Kekeli .

   - si wozãna wu .

   - T- ƒe akpa eve ƒe nɔnɔme .

   - Kpekpeme si le bɔbɔe gake wònɔa anyi didina .

   - Wotsɔ plastik ƒe nuwuƒe ƒe nutrenuwo kpɔ eta .

 

2. GF24 ƒe keklẽwo .

   - Agbatsɔtsɔ ƒe ŋutete si kɔ wu .

   - Lattice Girder ƒe wɔwɔme .

   - Anyo na dɔ sesẽ wɔwɔ ƒe dɔwo .

   - Enhanced ƒe anyinɔnɔ .

 

Dzidzeme siwo woɖo ɖi .

 

Dzidzenu siwo woɖo ɖi gɔmesese kpena ɖe ŋuwò nèwɔa ɖoɖo ɖe wò formwork ŋu nyuie. Nusi wòle be nànyae nye esi:

 

H20 Beam ƒe ɖoɖowɔɖi ƒe nɔnɔmewo:

 

Dimension .	Dzidzedze .
Kᴐkᴐme	200mm (±0.5mm) .
Chord ƒe kekeme .	80mm .
Chord ƒe kɔkɔme .	40mm .
didime siwo woɖo ɖi .	1.8m, 2.9m, 3.0m, 3.3m, 3.9m, 4.9m, 5.9m

 

Mɔɖeɖe ɖe nu vevi aɖewo ŋu:

- Kɔkɔme ƒe tɔtrɔ: ± 0.5mm

- Kekeme ƒe tɔtrɔ: ± 1mm ​​.

- Didime ƒe tɔtrɔ: ± 5mm .

 

Nudidiwo ƒe nudidiwo:

- Pine alo spruce ati siwo ƒe nɔnɔme deŋgɔ .

- Tsi si me tsi mele o phenolic-nulénu .

- UV-tsitretsitsi ƒe nutsyɔnu .

- Ametakpɔnu ƒe nuwuwu ƒe nutrenuwo .

 

Dzidzeme siawo siwo woɖo ɖe ɖoɖo nu la kpɔa egbɔ be wowɔ ɖeka le formwork ƒe ɖoɖo vovovowo me. Wowɔa ɖoɖowɔwɔ kple nuƒoƒoƒu tẽ wu na xɔtuhawo.

 

Mɔ̃ si wotsɔ wɔa atiwo ƒe xɔtunuwo ƒe nɔnɔmetatawo .

 

Akɔntabubu ƒe gɔmeɖose veviwo .

 

Mina míadze egɔme tso mɔfiame vevi siwo nàhiã na Timber Beam Formwork ƒe akɔntabubuwo dzi:

 

Anyigba ƒe lolome ƒe akɔntabubuwo:

 

Anyigba ƒe lolome katã = 2(d) + b + 0.10 .

Afi ka:

D = Akpa si le tsitrenu ƒe didime .

B = Nɔnɔme ƒe kekeme si le ete .

0.10 = Lapping ƒe gakpekpeɖeŋu .

 

Anyigba ƒe akɔntabubu veviwo:

- Axadzi mowo: didime × kɔkɔme .

- Anyigba si le ete: didime × kekeme .

- Total formwork area: (2 × axadzi mowo) + ete mo .

 

Volume kple agba ƒe ŋutete:

 

Agba ƒe ŋutete = (F × IC) / Y .

Afi ka:

F = Nuteɖeamedzi si woɖe mɔ na .

IC = ɣeyiɣi si me womewɔa dɔ le o .

y = didime tso axis si mede akpa aɖeke dzi o gbɔ .

 

Agba ƒe akɔntabubuwo .

 

Agba ƒe akɔntabubu gɔmesese le vevie ŋutɔ na formwork ƒe ɖoɖowɔwɔ dedie:

 

Agba kuku ƒe mɔnu:

DL = formwork ƒe kpekpeme + kɔkrit si wotsɔ ƒo tsii ƒe kpekpeme .

 

 

Nusiwo ŋu woabu le agba me le agbe:

 

Agba ƒomevi .	Akɔntabubu ƒe akpa .
Dɔwɔlawo .	75 kg/m2 .
Dᴐwᴐnu	150 kg/m2 .
Wᴐ dᴐ ɖe nu dzi	10% le agba bliboa me .

 

Kɔkrit ƒe nyaƒoɖeamenu:

 

P = ρ GH .

Afi ka:

ρ = kɔnkrit ƒe kpekpeme .

G = Nuheŋusẽ ƒe ablaɖeɖe .

H = Klɔƒe ƒe kɔkɔme .

 

Dedienɔnɔ ƒe nuwɔna ƒe dɔwɔwɔwo:

- Dzidze agba siwo wobu akɔntae zi geɖe ɖe 1.5 dzi hena zazã le mɔ gbadza nu .

- Zã 2.0 factor na dɔwɔwɔ veviwo .

- Tsɔ 15% kpe ɖe agba siwo le tɔtrɔm ŋu .

 

Kpe asi ɖe dometsotso ƒe akɔntabubuwo ŋu .

 

Ale si nàwɔ anya kpekpeɖeŋu si sɔ nyuie lae nye esi:

 

Agbɔsɔsɔme si sɔ gbɔ wu le span ƒe mɔnu:

 

Max Span = √ (4EI/W) .

Afi ka:

E = modulus ƒe elasticity .

I = ɣeyiɣi si me womewɔa dɔ le o .

W = Agba si Woma .

 

Kpekpeɖeŋu ƒe mɔfiamewo:

- Gbãtɔ ƒe keklẽwo: 1.2m - 1.8m dometsotso .

- Secondary beams: 0.3m - 0.5m dometsotso .

- Nusiwo woatsɔ awɔ dɔe: le agba si wobu nu la nu .

 

Deflection check:

 

Woɖe mɔ ɖe ʋuʋu ŋu = Span/360 .

Deflection si sɔ gbɔ wu = (5wl 2 )/(384EI) .

 

Pro Aɖaŋuɖoɖowo:

- Ɣesiaɣi la, ƒo xlãe va ɖo dometsotso ŋutɔŋutɔ si te ɖe ŋuwò wu gbɔ .

- Bu xɔtuɖoɖo siwo le mia gbɔ ŋu .

- Tsɔ kpeɖeŋutɔ bubuwo kpe ɖe eŋu le ƒunukpeƒewo kple goawo ŋu .

- Monitor deflection le kɔkrit kɔklɔ me .

 

Mɔfiame siawo nyea gɔmeɖoanyi na nɔnɔmewɔwɔ ƒe ɖoɖo si le dedie eye wòwɔa dɔ nyuie. Trɔ asi le wo ŋu le wò dɔa ƒe nudidi tɔxɛwo nu.

 

Nu vevi siwo wowɔ le aɖaŋuwɔwɔ me .

 

Nusiwo hea asitɔtrɔ le ame ŋu .

 

Ne míele atiwo ƒe keklẽ ƒe nɔnɔme wɔm la, ele be míabu asitɔtrɔ ƒe nu geɖe ŋu be míakpɔ egbɔ be xɔtuɖoɖowo ƒe blibonyenye:

 

Agbatsɔtsɔ ƒe ɣeyiɣi didime:

 

Ɣeyiɣi didime	Memanu
> Ƒe 10	0.9
Ɣleti 2 - ƒe 10 .	1
< ŋkeke 7 .	1.25
Yaƒoƒo/Aƒemeʋuʋu .	1.6
Wᴐ dᴐ ɖe nu dzi	2.2

 

Tsidzadza ƒe nyatakakawo ƒe asitɔtrɔ:

- Below 19%: Akɔntabubu siwo wozãna ɖaa la wɔa dɔ .

- 19-30%: Dzidziɖedzi ƒe ŋusẽ dzi ɖe edzi 0.85 .

- wu 30%: Kpɔ mɔ̃ɖaŋudɔwɔla aɖe gbɔ

 

Nusiwo ŋu woabu le dzoxɔxɔ ŋu:

 

Dzoxɔxɔ ƒe akpa = 1 - (0.01 × ° C le 20 ° dzi )

Zãe ne dzoxɔxɔa wu 20 ° C .

 

 

Nutoa me ƒe nukpɔkpɔ:

- Xɔme zazã: nusiwo wozãna ɖaa .

- Gbedoxɔ si woɖe ɖe go: Tsɔ 15% dedienɔnɔ ƒe vovototo kpee .

- Nɔnɔme siwo me tsi le: Tsɔ dedienɔnɔ ƒe vovototo 25% kpe ɖe eŋu .

 

Dedienɔnɔ ŋuti nukpɔsusuwo .

 

Dedienɔnɔ nye nu vevitɔ kekeake le formwork ƒe ɖoɖowɔwɔ me. Nusiwo wòle be nàlé ŋku ɖe eŋue nye esi:

 

Dedienɔnɔ ƒe akɔntabubu veviwo:

 

Dɔwɔwɔ ƒe agba = Agba mamlɛtɔ / Dedienɔnɔ ƒe akpa .

Afi ka:

Dedienɔnɔ ƒe nuwɔna = 2.0 na formwork ƒe akpawo .

Dedienɔnɔ ƒe nuwɔna = 3.0 na kpekpeɖeŋunaɖoɖowo .

 

Agbatsɔtsɔ ƒe Seɖoƒewo ƒe Nɔnɔmetata:

 

Kpeɖeŋutɔ .	Agba si sɔ gbɔ wu .
H20 ƒe keklẽ .	40 kn/m2.
Atitsoga ƒe ʋuƒo .	30 kn/m2.
Props .	20 KN/Unit .

 

Kpekpeɖeŋunaɖoɖo ƒe nudidiwo:

- Gbãtɔ doa alɔ 1.2m ɖesiaɖe .

- Secondary supports le 0.4m ɖesiaɖe me .

- Diagonal bracing le 45 ° .

- Kpekpeɖeŋu bubu le kɔkrit si wotsɔ kɔa nu me .

 

Quality Control ƒe ɖaseɖigbalẽ:

- [ ] Kpɔ kadodoawo katã ɖa .

- [ ] Kpɔ prop spacing ɖa .

- [ ] Kpɔ beam ƒe nɔnɔme ɖa .

- [ ] Dzidze deflection .

- [ ] Nuŋlɔɖiwo ƒe agba dodokpɔwo .

- [ ] Monitor le Pour ƒe ɣeyiɣi me .

 

Pro ƒe dedienɔnɔ ŋuti aɖaŋuɖoɖowo:

1. Ɣesiaɣi la, woalé ŋku ɖe akɔntabubuwo ŋu zi eve .

2. De backup supports .

3. Ðoɖowɔɖi siwo wowɔna edziedzi .

4. Ŋlɔ tɔtrɔ siwo katã wowɔ la ɖi .

5. Na hehe dɔwɔlawo nyuie .

 

Dɔwɔwɔ ƒe Mɔfiame si ŋudɔ woate ŋu awɔ .

Afɔɖeɖe ɖesiaɖe ƒe akɔntabubu ƒe ɖoɖo .

 

Mina míazɔ to akɔntabubu vevi siwo nàhiã na Timber Beam Formwork me:

 

Nutome ƒe akɔntabubu ƒe afɔɖeɖewo:

1. Bu teƒe veviwo ƒe akɔnta .

 

Perimeter = 2(A + B) + 0.20 .

Afi ka:

A = Akpa Kpuie Wu .

B = Akpa si didi wu .

0.20 = lapping allowance .

 

2. De dzesi anyigba ƒe lolome bliboa .

 

Anyigba ƒe lolome katã = gotagome × kɔkɔme .

Tsɔ 10% kpe ɖe eŋu na gbegblẽ .

 

Agbatsɔtsɔ ƒe akɔntabubu ƒe ɖoɖo:

1. Bu agba kukuwo ƒe akɔnta .

   - formwork kpekpeme .

   - Kɔkrit ƒe kpekpeme .

   - Fixture bubuwo .

 

2. Tsɔ agba siwo le agbe kpe ɖe eŋu .

   - Dɔwɔlawo ƒe ŋusẽ (75 kg/m 2 ) .

   - Dɔwɔnuwo ƒe kpekpeme .

   - Ŋusẽ siwo le ŋusẽ kpɔm .

 

Kpekpeɖeŋunana dometsotso ƒe mɔfiame:

 

Beam ƒomevi .	dometsotso si sɔ gbɔ wu .
Gɔmedzeƒe	1.5m - 1.8m .
Evelia .	0.4m - 0.6m .
Props .	0.9m - 1.2m .

 

Kpeɖodzinyawo Gbɔkpɔha:

- [ ] Kpɔ dzidzenuwo katã ɖa .

- [ ] Kpɔ agbaa ƒe akɔntabubuwo ɖa .

- [ ] Ðo kpe kpekpeɖeŋu ƒe dometsotso dzi .

- [ ] Do liƒo kpɔ .

- [ ] Nuŋlɔɖi ƒe emetsonuwo .

 

Dɔdamɔnu siwo wozãna zi geɖe .

 

Alesi woawɔ akɔntabubu siawo ŋudɔ le nɔnɔme vovovowo me enye si:

 

Gli ƒe nɔnɔmewɔwɔ:

 

Gli ƒe lolome = didime × kɔkɔme .

Nusiwo wotsɔ doa alɔe ƒe xexlẽme = gli ƒe didime / 1.2m .

```

 

Kpɔti ƒe agbalẽvi:

 

Sɔti ƒe teƒe = ƒo xlãe × kɔkɔme + 0.20 .

Afi ka:

0.20 = Mɔɖeɖe ɖe nu ŋu si wotsɔ ƒo ƒui .

 

Slab ƒe agbalẽvi:

 

Agba bliboa = Anyigba ƒe lolome × (Kɔkɔe ƒe kpekpeme + agba si le agbe)

Beam dometsotso = √ (4EI/Agba bliboa) .

 

Beam ƒe agbalẽvi:

 

Nɔnɔme ƒe lolome = 2(d) + b + 0.10 .

Afi ka:

D = Beam ƒe goglome .

B = Beam ƒe kekeme .

0.10 = joint allowance .

 

Numekugbalẽvi Kabakaba:

 

Na	Dedienɔnɔ ƒe nuwɔna .	Max agba .	min ƒe kpekpeɖeŋu .
Gliwo .	1.5	40 kn/m2.	1.2m .
Kpɔtiwo .	2	50 kn/m2.	0.9m .
Kpe gbadzɛwo .	1.8	35 kn/m2.	0.6m .
Beams .	2	45 kn/m2.	0.4m .

 

Nuwɔna Nyuitɔwo Kple Nusiwo Woawɔ Nyuie .

 

Aɖaŋuwɔwɔ ƒe nyonyome .

 

Mina míadzro alesi nàwɔ wò Timber Beam Formwork Project ƒe dɔwɔwɔ nyuie wu me:

 

Nuwo zazã nyuie ƒe mɔnuwo:

- Tia beam ƒe didime siwo sɔ be woaɖe gbeɖuɖɔ dzi akpɔtɔ .

- Optimize beam dometsotso na nuwo zazã .

- Wɔ ɖoɖo ɖe gbugbɔgazã ƒe tsatsam ŋu na akpa ɖesiaɖe .

 

Matrix si xɔa ga geɖe:

 

Ayɛ	Nusiwo woate ŋu adzra ɖo ɖe ga ŋu .
Agbɔsɔsɔme si sɔ .	15-20% .
dometsotso nyuitɔ kekeake .	10-15% .
Beléle na wo nyuie .	25-30% .
Wogawɔ ɖoɖo ɖe eŋu be woagazãe ake .	40-50% .

 

Dɔwɔlawo ƒe nyonyome ŋuti aɖaŋuɖoɖowo:

1. Do ŋgɔ na ƒoƒo ƒu ne anya wɔ .

2. Dze kadodomɔnu siwo wozãna tsɔ doa ka kple wo nɔewo la ɖe ɖoɖo nu .

3. Zã modular components .

4. Hehenana dɔwɔlawo nyuie .

 

Mɔfiame siwo ku ɖe alesi woate ŋu azãe ake ŋu:

- Klɔ agbalẽviwo le zazã ɖesiaɖe megbe .

- Dzra ɖo nyuie le zazãwo dome .

- lé ŋku ɖe eŋu hafi nàgazãe ake .

- Track zazã ƒe tsatsamwo .

 

Eɖoɖo kple edzikpɔkpɔ .

 

Afɔɖeɖewo ɖoɖo ɖe ɖoɖo nu:

1. De dzesi ɖoɖowɔɖi ƒe teƒewo .

2. Ðo kpeɖeŋutɔ gbãtɔwo .

3. De beams veviwo eme .

4. Tsɔ atitsoga ƒe ʋuƒo kpe ɖe eŋu .

5. Kpɔ kadodoawo katã ta .

 

Dzadzraɖo ƒe Nyatakakadzraɖoƒe:

- [ ] Gbesiagbe ƒe nuwo me dzodzro .

- [ ] Kwasiɖa sia kwasiɖa ƒe dzadzɛnyenye .

- [ ] Ɣleti sia ɣleti ƒe ŋkuléle ɖe nu ŋu tsitotsito .

- [ ] Tsɔ akpa siwo gblẽ la ɖɔ li .

- [ ] Nuŋlɔɖiwo Dzikpɔkpɔ .

 

Nu vevi siwo woatsɔ alé ŋku ɖe nu ŋu:

 

Nuto vevi siwo me nàte ŋu akpɔe le:

- Beam ƒe ʋuʋu .

- Kadodo ƒe teƒewo .

- Kpe ɖe liƒo ŋu .

- Anyigba ƒe nɔnɔme .

- Nuwuwu ƒe nutrenuwo ƒe fɔmaɖimaɖi .

 

Dɔwɔwɔ le dedie ƒe ɖoɖo:

1. Lala be kɔnkrit ƒe ŋusẽ nanɔ .

2. Ðe asi le kpekpeɖeŋunanuwo ŋu vivivi .

3. Ɖe atitsogawo ɖa .

4. Beams veviwo ƒe anyime .

5. Klɔe enumake .

 

Pro Aɖaŋuɖoɖowo hena agbenɔƒe didi:

- Takpɔkpɔ tso yame ƒe nɔnɔme me ne anya wɔ .

- De asi na ame si ɖea asi le eŋu nyuie .

- Asiléƒe kple beléle le ʋuɖoɖo me .

- Fiase le teƒe siwo woxe .

- Nuŋlɔɖiwo Zazã Ŋutinya .

 

Kuxiwo gbɔ kpɔkpɔ kple nya siwo wobiaa ame .

Nya siwo bɔ .

Mina míakpɔ kuxi siwo nàte ŋu ado goe enuenu wu le atikpakpɛwo ƒe formwork ŋu la gbɔ:

 

Akɔntabubu ƒe vodada siwo bɔ:

Vodada	Ŋuɖoɖo
Akɔntabubu si mesɔ o .	Kpɔe ɖa zi eve le gota gome ƒe nɔnɔmetata: 2(a + b) + 0.20 .
agbatsɔtsɔ ƒe akɔntabubu nu tsɛe .	Tsɔ dedienɔnɔ ƒe vovototo 15% kpe ɖe agba siwo wobu ŋu .
Do alɔ dometsotso ƒe vodadawo .	Zã dometsotso ƒe kplɔ̃a hena nufiame kaba .

 

Dimensional kuxiwo:

 

Nya siwo bɔ:

1. Beam ƒe ʋuʋu > L/360 .

2. dometsotso si mesɔ o .

3. Misaligned supports .

4. Masɔmasɔwo ƒo xlã wo nɔewo .

 

Kuxiwo gbɔ kpɔkpɔ si do ƒome kple agbatsɔtsɔ:

- Deflection si gbɔ eme: Tsɔ domedome kpeɖeŋutɔwo kpee .

- Agbatsɔtsɔ si mesɔ o: Gbugbɔgaŋlɔ kpeɖeŋutɔ ƒe dometsotso .

- Agbatsɔtsɔ fũ: Kpɔe ɖa le agbatsɔkeke si sɔ gbɔ wu ŋu .

- Kpekpeɖeŋu ƒe kpododonu: Kpɔ dedienɔnɔ ƒe nɔnɔmewo ɖa .

 

Dedienɔnɔ ƒe Aflaga Dzĩwo:

- Visisise ending in beams .

- Kadodo siwo le gbadzaa .

- Amesiwo meli ke o ƒe kpekpeɖeŋu .

- Akpa siwo me gbagbã le .

 

Nya siwo wobiaa ame enuenu .

 

Q: Aleke mawɔ akɔnta le ati ƒe keklẽ ƒe dometsotso si sɔ ŋu?

A: Zã mɔfiame la: dometsotso gãtɔ kekeake = √ (4EI/W). Le H20 ƒe keklẽwo gome la, dometsotso si bɔ enye 0.4m va ɖo 0.6m.

 

Q: Nukae nye H20 ƒe keklẽ ƒe didime siwo wozãna ɖaa?

A: Kɔkɔme: 200mm, kekeme: 80mm, didimewo: 1.8m va ɖo 5.9m.

 

Q: Zi nenie wòle be míalé ŋku ɖe formwork ŋu?

A: Gbesiagbe nukpɔkpɔ me dzodzro, kwasiɖa sia kwasiɖa ƒe ŋkuléle ɖe nu ŋu tsitotsito, kple hafi kɔkrit ɖesiaɖe nakɔ.

 

Q: Nukae nye agba si le dedie wu na H20 beams?

A: Standard H20 beams ate ŋu akpɔ 40 kN/m 2 kple spocing nyuie.

 

Mɔfiame Kabakaba ƒe Mɔfiame:

- Kpekpeɖeŋu suetɔ kekeake ƒe dometsotso: 0.4m .

- Span si sɔ gbɔ wu: 1.8m .

- Dedienɔnɔ ƒe nuwɔna: 2.0.

- Agba ɣeyiɣi didime: 1.25 na ɣeyiɣi kpui aɖe ƒe agbawo .

 

Aɖaŋuɖoɖo siwo ku ɖe beléle na xɔa ŋu:

1. Klɔe le zazã ɖesiaɖe megbe .

2. Dzrae ɖo le nɔnɔme siwo me kuɖiɖi le me .

3. Tsɔ akpa siwo gblẽ la ɖɔ li enumake .

4. Nuŋlɔɖiwo Dzadzraɖo Ŋutinya .

 

Nyanuwuwuw

 

Ati ƒe keklẽ ƒe nɔnɔmewɔwɔ gɔmesese le vevie ŋutɔ na xɔtudɔ siwo le dedie eye wowɔa dɔ nyuie. Míeƒo nu tso akɔntabubu veviwo kple dzidzenu siwo woɖo ɖi ŋu.

 

Ðo ŋku nya vevi siawo dzi: Kpɔ wò dzidzenuwo dzi ɣesiaɣi, wɔ ɖe dedienɔnɔ ŋuti mɔfiamewo dzi, eye nàlé nuŋlɔɖi nyuiwo me ɖe asi. Dzodzro edziedzi kpena ɖe ame ŋu be wòaxe mɔ ɖe vodada siwo xɔa ga geɖe nu.

 

Ati ƒe keklẽ ƒe nɔnɔme ƒe etsɔme le nusiwo li tegbee kple akɔntabubu ƒe kɔmpiuta dɔwɔɖoɖo deŋgɔwo me. Miyi edzi mianɔ nyatakaka yeyewo nam le dɔwɔƒewo ƒe dzidzenuwo ŋu.