3 minute read
CONTENTS
from portfolio 2023
by peilinc
Decent architecture is always more than a sets of good drawings of it, yet precisely knitting though logic and theories.
Design may start from a moment of sudden inspiration but is based on the daily accumulation of progress in curiosity.
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414 STUDIO
Ucla Material Research Institute
How to generate architectural imaginary merges with existing buildings? This paradigm of engaging the existing material site in a constructive creative manner brings a set of interesting challenges, potentials, and questions.
CITY ARBORETUM & BOTANIC GARDEN
The central theme explores the fundamental structural concets related to issues of enclosure and environmental condition of interiors. Each disposed to combine with the other to form larger , more complex , compound ideas and forms . The architectrue is dedicated to plants and allow human to embrace nature.
Construction Design
Detail axo drawing of a section of a commercial building 291 ARCHI
INSTITUTE generate an imaginary that buildings? engaging on a constructive and brings along challenges, questions.
COMMUNAL CENTRE University High School
RB2 - 600 x150 section Glue Laminated18 exposed beams. Span 12000 (Supported between PC1s). Spacing 3000 Bolted on PC1 and RB1at each ends through10 plate bracket with seat
With the objectives to enrich school experience, to create interactive social communication among students and public through archi-language.
RA1 - Roof Battens to be screwed on packer over PU1, and form a 1.5 degrees slope Batten - 45 x 90 timber battens @900 cts screwed fixing on RA1 RS1 - Corrugated roof metal Sheet lapped using screw fixing with roof membrane on Battens Sitting on steel angle support plate which fixed to RA1
MC1 Metal Cladding Wall
MC1 cladding on continuous 8mm R1.1 Thermal Breaker
Structure frame:
FC1 - 150PFC @3000.
Parametric Design
WG.29 Window Glazing
1700H x 5038W for 7 pieces of doubled glaze with Sub-sill sitting on BW2 PFC header with welded plate lintel support for window head
Folded colorbond window capping over 20mm R0.2 Thermal Breaker
BW2 Concrete Block cavity Wall
Block type:
390 x190 x 190 (L x W x H) core filled Block work inside
390 x 90 x 190 core filled Block work for veneer 70mm cavity with 20mm R2.4 Foilboard
The nature of the material expresses the concept of hiding without isolating, the nature of the acoustic pond is that it both defines the distinction and connection of the spaces.
There should have metal sheets as wall tie for stability of block wall Weephole at wall bottom Wall flashing at the wall base
First Floor Slab
80mm screen slab with SL82 reinforcement & Heating cores
Fabric design for 4.0 KPa live load
11060 x 1200 x 300. 1332-HC01 Hollowcore Plank
Supported by 1332-1CB1 Precast Concrete Beam
1CB1 - Precast Concrete Beam
5710 Length x 700 width x 600&220 Height - L shape section, with 12 x 12 Chamfers.
9-N24 Bars, btm&top going straight through Beam, With 39 cover to surface fixed by:
(40) N12-U 600 x 175 Bars, @150
6-N12 Bars, with 30 cover to surface, fixed by:
(20) N12-L 150 x 500 x 400 Bars, @300
5-N12-U 900 x 510 Bars, @100. At each end of beam
Coming out of beam to connect and be reinforcement for Screen Slab Tied with (20)N12 540 x 570 square closed LIGS, @300
Connectionn Between 1CB1 and PC1
Each 1CB1 sits on the table of PC1
2 Location Dowels penetrating though 2-RB20-100 Reidbar for PC1 table top to 50Ø grout tubes for beam
Urban Smart Context
As the over accelerated city growth is considered, the time of smart urban environment is coming.
PC1 - Precast Concrete Column
12 x12 Chamfers
Detail axo drawing of a section of a commercial building commercial
8-N24 Bars going through PC1 straightly, tied with R10 LIGS @250
Btm&Top have 50-(1) set R10 LIGS, respectively.
12-N20-U Bars closed form & 4-N20- Bars table shape, tied with
(3)N20 600 x 640LIGS
(4)N20 200 x 590LIGS
Connection Between PF1 and PC1
PC1 sits on the top of PF1
8-N20 Dowels
Casting into Footing with 400 cogs at ends
Projecting 1000 into 50Ø PVC grout ducts at the bottom of PC1
50Ø PVC Ducts fully grout with flowable grout
Note: N20 Dowels covered with 50Ø ducts and N24 Bars for PC1 are tied within 2-R10-250 LIGS together.
150 Slab On Ground Hydronic Heating run across mesh bars, 20 MIN cover to face of slab & 75 MIN to adjacent cores or bar mesh SL72 top. Sl92 btm. 30 cover, Lap 1 grid + 25mm on 0.2 Polythne Memberane. Slab to be formed over 100 MIN. Layer of compressible cardboard Void