Previ Lima on AD

7/28/2019 Previ Lima on AD

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KIKUTAKE,KUROKAWA,MAKI

A t t e m p t s to ma\imi/e th einvolvement of each t iwc l l udiscovery l ha t t r i a n g u l a rd w e l l i n g s prov ided the g r e a tex posure to r each unit. Ovciof th i s pa i le rn prinkii:coininon areas w i t h i n the ias \ \e l l a s co mmo n e o n t i nuilie edges. ('ircuLiiion routear e as w e r e der ived naini ' i ie x t e n s i o n of iliesc eon i i n iuareas. I'lie c o m p l c \ f pub lcireulaiion routes ihus foninihc 'omniheir as a im\i.i- nits multifunctional na i u re . Igrkl \\hieli.il ereaie i l n i ;uk-1 ;kiiHlt'ixiii'tciM. playgi 'onmKcommunity faci l i t ies ii> Ienclosed comnion areas.Onl\) si/es ot " plo t \ \6 20ni an d d 16m

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u n i t uas spl i t i n t o a living ,/one an d possihle i: \ iensiola ier /one to s e r v e a - , an i> ;in th e event o f an iiifican \ e facilitated the adoption n t'prefabrication s \ s t e m '1prospec t of lone , term L X O Is > s t c n i ach ie ves max im i i n illexihiliiy in unii iri;ani/aminimum (if hui l i f ing iSirticlural suihiliiy i tH-mi-.addilion of f u r the r couipihcirsi/e an d w e i gh t h a s h c cto a level which w i l l fae i l i i ;or self-niodilicaiion h> I! K'I he q u a l i t y of pretahric.itt h a t n o a d d i t i o n a l i n te r na lnecessary apart from th e ataspha l t floor t i les. I \ i e r n a leithe r precast concrete as km i x t u r e of glass hr i c ks ;uula r r a n g e d ac c ord in g lu llie ]ihc occupier, rath llooi an

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s p a n s full w i d t h an i l eaJreadies ceiling h t i gh i M > :and assen ih ly are freed ufoor t e i np o ra ry s t r u cu i r a l in ^ser\e / o n e of each d w e l i u i 1w i t h a mo du l a r loilei, ;hshouer. and, in th e ki ksimple modular s i n k cootu n i t . I h e same modular v>fo r cu p b o ards an d o t h e r M ^necessary.

Axonometrlc section / .\tnictim' with element.'

191 AD 4 70


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hoods, each o f a b o u t 5 0 0 d uFeeder v e h i c u l a r roads ar e k e p iIh e n e i g h b o u r h o o d s so as no i ia l le ys t o e a c h g r o u p o f d w e l l i n gL i m a t r a d i t i o n ) . A chang e of le w( he i r j u n c t i o n w i l h th e p a . \ < - < > ; ;>j u n c t i o n of the pti .seo c e n t r aC h i l d r e n d o n ' t h a v e 10 cross a n \ge t to p r i m a r y s c h o o l . M a i n p c iw a y s ar e l i nked by 12 m w i d e ;whi ch also lead to sub -ce n t r e samc o m m e r c i a l c e n t r e s an d t h e i r ]>G r o u p s o f o n e - f a m i l y h o u sbased o n a s t a n d a r d hous e hpi n te rn a l and servi ce pa t i o s , o n s1 0 5 m - an d 1 3 2 m - . G r o u n d H o uv ary in si/e b u t a r e s im i l ar . U p p earc p l a n n e d alongsideaccess alleyh a n g i n g h e r e an d t her e accordl y p e s o f h o u s e g r o w t h . W h e n I h eu p p e r f l o o r , a c i r cu la r s taircase na g r o u n d - f l o o r r o o m .The m o d u l a r d e s ig n a l l o w sp l a n a r r a n g e m e n t s i n addi t i o n inu t r ie t ie s spe c i f ie d i n t he b r i e f .Th e structural system of p r e f a b rc h o s e n is a series of p e r m a n e n t s l ue l e m e n t s f o r poured reinforced c(wa l l s , p i l l a r , b e a m s ) . T he p l ;m a k i n g t h e s e is c h e a p ( I , 2 2 X , O Wand can p r o d u c e 2 50 d w e l l i n g s ;i

Isometric Key: J . Hollow concrete hfock wall. 2. In \itu r.c. .?. In .situ concrete beam.4. Hollow clay floor tiles. 5. r.c. beams. 6. Concrete block pillars with reinforcementand poured concrete. 7. In situ r.c. (3 cm) compression floor sltib. 8. Prefab r.c. stairtreads 9. Concrete rings forming central s taircase ne wel. 10. Asbestos cement vent201 AD 4 70/('/'.' singltlinttom: 2-s sample plan


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Previ Lima on AD