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Medical School for University of Cyprus |

2015 [ Nicosia , Cyprus ]

>design competit ionArea : 9942m2

The University aspires to become an institution that will foster and amplify environmental consciousness and also to become a leader in Cyprus in terms of sustainability and environmentally friendly construction and operation in Athalassa Campus. The campus is located near the centre of the Mesaoria plain, on the banks of the River Pedieos. The area has a subtropicalhot semi-arid climate with long, hot and dry summers and most of the rainfall occurs in winter. In such a specific climate the major issue will be the system of heat avoidance. The proposal

includes passive design methods as a basic approach to minimize involvement of mechanical systems. By dividing one surface of the roof into three and locate them on different level, the building gets shaded space with controllable sunlit areas. The spaces between roofs allow the removal of heated air out of buildings. They also make easy way for local hot winds to get through the area. The form of the proposed design came out from the idea of use the shading

roof and take the advantage of the terrain. It is organisd with three blocks as Administration, Teaching entity and Research laboratories. Communication between modules is provided by two sides communications spaces. These two lines generated two open spaces between functional modules.All designed material are proposed as a local materials and with light colors as they reflect the light and reduced heat gain. From the structural point of view, there will be several steel columns supporting

SHADING ROOFORGANISING ROOF

POSITION

DIVIDING FUNCTIONALITY OF BUILDING

GETTING NATURAL LIGHT TO COURTYARDS

COMMUNICATION BETWEEN BUILDINGS COLLECTING RAINWATER

INTENSIVE GREEN ROOFS(COURTYARDS) COLLECTING SOLAR ENERGY

EXTENSIVE GREEN ROOFS WIND TURBINE

THERMAL ENERGY

0 5 15 (M)

NN

BUILDING COMPONENTS -1 LEVEL FLOOR PLAN 1ST FLOOR PLAN

SHADING ROOF

DEANERY & ADMINISTRATION MODULE

GREEN ROOF

TEACHING ENTITY MODULE

RESEARCH MODULE

DOBLE SKIN FACADE

MAIN STRUCTURE STEEL COLUMNS

GREEN ROOF(COURTYARD)

the roof structure located at the external walls of each modules. This makes the proposed internal areas free of obstacles and more adaptable to deferent requirements and changes.

0 5 15 (M)

0 5 15 (M)

N

GROUND FLOOR PLAN

SECTION AA

SIDE ELEVATION (SOUTH-WEST)

REAR ELEVATION (SOUTH-EAST)

Event space

(Sankun Garden)

Japanese style communication space

（Doma）

Entrance space

Office

Main staircase

Main line

Look down to the event space

E-lounge

community / activity area

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The Future of Housing Complex Project |

2015 [ Yokohama, Japan ]

>design competit ionArea : 350m2

After World War II, Japanese economy developed remarkably. During that period, Japanese local government built housing complex buildings to attract workers and their families. Those houses were ideal place to live for previous as they were applied modern design within specious area with reasonable price.However, as the style of standard family has been changing, those houses face to difficulty to attract current generation. In fact, the average age of residents are getting higher.

main open space from the direction of nearest train station as considering that they will be able to have various events around the community centre.The entrance area is covered by timber framed structure with a symbolic shape of house, to softly divide the space. The house shape also implies that "everyone is a same family".

This competition aims to organise a community centre in the area of housing complex buildings for future generations to expand new vision of living in those houses with other people.I set the design concept as attracting young mothers. By organising events and meeting space, mothers would find advantages of growing up own children in the housing complex with other families helping each other.I proposed to rebuild office and storage buildings and create new entrance to the

N

E-lounge

meetingspace

largemeeting

space

Entrance(doma)

public toilets

staff room

office

PLAN ROOF PLAN A-A SECTION

B-B SECTION

SOUTH ELEVATION

Music School of Poznan |2015

[ Poznan, Poland ] >design competit ion

Area : 9450m2

This is a proposal for Music School of Poznan in Poland. Poznan is one of the oldest cities and also the most important, historical part of Poland. Hence the regulation for new building is strict. One of the most important regulation is about the height which makes this building cannot be higher than surrounding buildings. Therefore the shape of the building has been almost set. I got a clue from this specific shape led by the surrounding environment,

This area also brings light from from roof top opening.This music school is included a concert hall, a theater hall, music class rooms, practice rooms etc., so that it is open for both local visitors and students. I designed ground and first floor more open and easily access for local visitors as 2 main halls are placed. Especially on the ground floor, existing trees are held by second wall (as on a

diagram) to help creating flexible space around entrance area and pavement. Upper floors are for private classrooms and offices.

The third and fourth floors have green roofs. Those green roofs are surrounded by second walls, so student can be relaxed with having a rest or even studying and practice in there.

educational areaeducational area for young students

concert areatechnical area for concert feature

office areacafe & shops

technical areacommunication areatoiletparking

green area

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A-A’ SECTIONfloor 0 - Entrance hall/Technical roomsroof top

create 2 islands inside the building. The area between 2 islands is shifted from bottom to top and create open communication area.

ﾘﾋﾞﾝｸﾞ ﾀﾞｲﾆﾝｸﾞ64.9m2/39.3J

FL+0

WIC7.5m2/4.5JCH=2250/FL+0

ｹﾞｽﾄﾙｰﾑ10.52m2/6.4JCH=2275/FL+0

WCCH=2270/FL+0

FL-31

鏡貼り

上部　棚

FL-15

薪ストーブﾈｽﾀｰﾏｰﾃｨﾝ

NM33

主寝室17.8m2/10.8JCH=2350/FL+0

FL-0

FL-15

FL-41

FL-41

木口石トメ加工

玄関CH=2260/FL-30

SC2a

ﾕｰﾃｨﾘﾃｨ3.1m2/1.9J

CH=2260/FL+0

ｷｯﾁﾝ10.6m2/6.4JCH=2260/FL+0

FL+350

FL+350

ベンチ

FL-15ﾄﾞﾚｲﾝﾌﾛｰﾘﾝｸﾞ下

浅間山

離山

N

洗面脱衣9.4m2/5.7JCH=2550/FL+0

浴室10.4m2/6.3JCH=2550/FL-10

U02 U02

U02U02

置き型電子ﾚﾝｼﾞ冷蔵庫

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1710

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10101330

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20265

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195

300

70

100

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945.5

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164.5

325

200 930

2160

750

45

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450 600 600 900 450

2040

730

1335

6767

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355860

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170

2220

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185

2705

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4645

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730

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1000

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170

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970 1120 1570

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163

1785

2470

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90

385

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45

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432

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120

119

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160

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430

561

195

466

394

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X1 X3 X3A X4 X5 X5A X6X2AX2

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Pro

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Asa

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living-dining room view from living-dining roomplan

H o u s e i n A s a m a y a m a |2012

>Kidosaki Architects StudioNagano, Japan

Private residential project in Asamayama. The concept of this project is to link surrounding nature with building interior.The building overhangs towards the forest, therefore, the view from the terrace is amazing as you could feel a part of nature.

entrancesouth-east elevation

N

X1 X2 X3 X4

Y1

Y2

Y3

Y4

Y5

Y6

Y7

建築地：愛知県一宮市桜二丁目3番1

X1 X2 X3 X4

Y1

Y2

Y3

Y4

Y5

Y6

Y7

X1 X2 X3 X4

Y1

Y2

Y3

Y4

Y5

Y6

Y7

洗濯機

冷

樋1

樋2

樋3-2

樋1

樋2

樋3-2

樋3-1

樋1

樋2

樋3-2

延焼のおそれのある部分（1F）

延焼のおそれのある部分（2F）

664411 22339922 664411

550066

552255

114444

885566

11000044

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336611

221122

772200

221122

11000000 775500

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DATESCALE

PROJECT NO

CHECKED

１級建築士登録第58773号　城戸崎博孝

TITLE

原田邸　新築工事

平面図 11 081:100A03 01

1F

2F

（1F床面積：62.4㎡）

（延べ床面積：106.9㎡）（32.3T）

（2F床面積：44.5㎡） 屋根伏図

キッチン（6.5㎡/3.9J）

パントリー（3.2㎡/1.9J）

オーディオルーム

（8.2㎡/5.0J）リビング・ダイニング（18.3㎡/11.1J）

工作室

便所

作業スペース（5.3㎡/3.2J）

玄関

オープン収納

書庫

オープン収納

納戸（2.28㎡/1.4J）

寝室（10.3㎡/6.2J）

予備室（6.2㎡/3.7J）

クローゼットクローゼット

テラス

浴室洗面脱衣

廊下

キッチンパネルの面、PB12.5+キッチンパネルt=4

巾木、壁のキズ対策、要検討

猫用品収納

下部オープンで洗い物カゴ収納

予備布団天井埋込みロールスクリーン

空気の流れ空気の流れ

空気の流れ空気の流れ

空気の流れ空気の流れ

高天井天窓より採光

スピーカーW450×H700×D300

42インチTV

上着帽子

テレビ台（上下扉付き収納）アルバム、小物

フリッパー扉

中段：FAX下段：紙類

上部棚 上部棚

上部棚

空気の流れ

空気の流れ

空気の流れ

空気の流れ

空気の流れ

トランクなど

季節外れのラグ暖房など

下部ストレッチ用具

シンク上部は隠す物干しスペース

下部 ゴミ置き場

H700

レンガ壁

タオルウォーマー/PSヒーター

天井高=2400

天井高=2240

タペガラス

透明な屋根

空気の流れ

光り取り窓（要遮光）

浮型収納

W900

ゴミ箱

天井高さ=2250

空気の流れ

空気の流れ

ガラリ扉

※お仏壇のサイズ、扉の有無要確認

天井高さ=2250

天井高さ=2250天井高さ=2400

天井高さ=2400

天井高=2400

天井高=2230

天井高=2250天井高=2230

空気の流れ

空気の流れ

扉に全身鏡

遮光要検討

別途タオル掛け要

鏡

空気の流れ

レンジ・炊飯器

※オーディオ用ブレーカーは個別に設けてほしい。

トップライト

階段下収納

2FL-40

FIX

FIX

FIX

FIX

FIX

FIX

空気の流れ

レンジフード高さ=1700

網戸不要

網戸不要

天井高=2390

33550000

88660000

11775500 33550000

77000000

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114444

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445500

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WD09

WD10

WD11

WD01

WD02

WD03

WD04

WD05

WD06

WD07

WD08

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ground floor plan south-west elevationstudy model audio room

K r e s i d e n c e |2012

>Kidosaki Architects StudioAichi , Japan

Private residential project for a designer couple.The ground floor is mainly their working space and the first floor is private bedroom.

north-west elevation / entrance study space

400

治療室

特別診察室2

CT・X線室

待合

パウダーコーナー2

受付

カルテ室

準備室1

空調機室１

PS

手術室

コンサルルーム2

滅菌・準備室

予防室

3300

1505

2320

7255

.423

2

4015

男子更衣室兼事務室

更衣室兼職員便所

PS

3080

3400

収納

2300

2500

1145

PC設置カウンター

ギャラリー（セミナールーム）

2300

2890

1378

1900

2400

1955

4050カウンター2

下部収納、上部飾り棚

3000

29502700

3360

1540

ショップ

カルテカウンター

750

411019

31

技工室

スロープ

3000

2465

1170

シャワー

機械室

+300

+300

+300

+300

+300

+300

+300

+300 +300

+300

洗面器流し台付カウンター

流し台

流し台

FL±０FL±０

FL±０

洗面カウンター

準備室2

4990 3600

FL±０

8440

6125

廊下4

廊下1

廊下2

+300

+300

廊下3+300

+300

洗面カウンター

便所

洗面器

3100

950

+300

330024053000

2005

4030

カウンセリングコーナー2

+300

カウンセリングコーナー1

手術室用機械室

院長室 スタッフルーム

+300+300

+300

フォトステーション+300

+300 +300

FL±０

什器

洗冷

(靴箱)

ゴミ収納

什器

什器

収納付カウンター

コンサルルーム1 中待合

特別診察室1

+300

流し台

1183

3100

1100

カーテン

収納付カウンター

収納1

洗面付カウンター

カウンター

1390 181040001000

什器

4110

6795

1455

1945

500060906090

2397

6900

6900

8318

4805

5000609060906090 3805 4506090

Y3 Y4 Y5 Y6 Y7

Y3 Y6 Y7 Y8

X1

X2

X3

5820

Y8

550

Y4

3650

1100

3010

1260

370

1470

1130 217010501950

785 475

1183

1350

1450

365

4353235

2855

2490365

3670

1490

510

1425

6525

224017901705

3190

1580

1225

4030

885

650

400

350

収納2

下部収納

キャビネット

キッズコーナー

FL±０

収納3

洗面付カウンター

棚 収納

FL±０

+300+300

カウンター1

セレック

(ベッド)セレック操作PC

貯湯式給湯器

2710 28

50

10.83㎡

3.44㎡

8.18㎡

2.02㎡4.73㎡

4.29㎡2.95㎡6.47㎡

12.29㎡

10.71㎡

6.75㎡

10.81㎡

7.92㎡

8.37㎡

12.15㎡

10.31㎡13.33㎡

8.28㎡

7.4㎡

7.33㎡

10.42㎡

8.44㎡

15.92㎡

1.36㎡

45.42㎡

8.44㎡

2200120

2102

4041

0

120

男子WC

多目的WC

身障者WC

A階段

+300

+300

FL±０

Y5

6090

パウダーコーナー1

+300

+300+300

+300

+300

+300+300

上部吊戸棚

上部吊戸棚

コンサルカウンター

200

ソファ

ソファ

収納付カウンター

上部吊戸棚

250

820

洗面器

上部吊戸棚

250

500

流し台上部吊戸棚

250

500

間接照明付鏡

上部吊戸棚

250

1535

洗面カウンター

間接照明付鏡

飾り棚 ソファ

ミラーキャビネット

間接照明付鏡

320

1125

上部吊戸棚2

220

上部吊戸棚1収納付カウンター

カルテ棚1

カルテ棚2

90

90

90

下がり天井

PC台

PC台

レセプションカウンター

パウダールーム

ウェイティング

ケア個室1ケア個室2

予備室

カル

テ棚

ソファ席

商品陳列棚兼

マガジンラック

ディスプレイ台

※将来、ケア個室として使用する可能性あり　給排水、床点検口用意しておくこと

上部吊戸棚

ホワイトエッセンス　49.37㎡

本工事外

本工事外

1085

1225

2450

本工事外

本工事外

本工事外

本工事外

※　　　　 　本工事外部分を示す

下地;

本工事外

下地;

本工事外

収納4

上部吊戸棚

250

500

上部吊戸棚

収納付カウンター

上部吊戸棚1

上部吊戸棚2

330

330

上部飾り棚

石膏ボードの上フィルム張

石膏ボードの上

フィルム張

ガラス壁

ガラス壁

ガラス壁

ガラス壁

ガラス壁

石膏ボードの上

フィルム張

石膏ボードの上フィルム張

※　　　 は床下点検口を示す。(15カ所)

平面図A-07

図面番号

縮尺図面名称

年月日製図検図 工事名称

一 級 建築 士事 務所 東 京 都 知 事登 録 第 48061号一 級 建 築 士 第 296625 号 和 田 吉 貴

和 田 吉 貴 建 築 事 務 所 （仮称）よしどめ歯科マルヤガーデンズクリニックテナント工事

1:100

2010.2.22　 コンサルルーム2コンサルカウンター形状の変更

2010.2.23　 診察室　収納1上部飾り棚の設置

2010.2.23 滅菌準備室　吊戸棚の追記

2010.2.23　治療室　収納4の追記

2010.2.23 キッズコーナー建具追記

2010.2.24 予防室　吊戸棚の設置2010.2.26 本工事別途工事の別の追記

2010.2.26 滅菌準備室壁端部の形状変更2010.2.26 床点検口の追記

2010.2.18　 受付カウンター形状の変更

2010.2.23　 ギャラリー建具の形状変更

2010.2.26 内部仕上げの別の記載

2010.2.23 準備室1　吊戸棚1吊戸棚2の追記

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entrance for the gallery treatment room

waiting room

show window

counselling room

Y o s h i d o m e d e n t a l c l i n i c |2010

>yawaa. Yoshitaka Wada and AssociatesKagoshima, Japan

This dental clinic is designed as a part of renovation project in an old shopping centre in Kagoshima, Japan.Because the client wants to make this clinic more open for public, the main design concept is using curtains rather than proper walls and doors.

Moreover, although the site has existing mechanical installations under the ceilings, as this is for a dental clinic, customers have more chances to look up them. To avoid show-ing those installations directly and to make more spacious, comfortable environment, we add curtains on the interior ceilings.

Tension + Compression Network Agent Material Arrangement Gravitational Response / Reinforcement Materials

Calculating Structure Value Compression Adding Material

Compression Stress Lines Stress Value Points

compression structure tension network

MICROSTRATA |2013-2014

>the Bart lett school of Architecturepixelstone project

Golden pr ize in GAD, 2014

The project investigates the dichotomy between additive manufacturing fabrication and generative design through computational methodologies. Reconciliation of these two realms as a single bottom-up process in architecture could initiate a paradigm shift in the way building industry works in the future particularly in reinforced concrete structure. The research objective is to establish a prototypical ‘reinforced concrete’ structure system by integrating digital and 3D printing tool. This design

research encompases several phases of excercise and workshops that investigate the Gothic elements, structural analysis, computational tools, material research and the physical fabrication. Although a wide variety of material has been used in 3D-printing, they all shares one common trait; they all only work in compression. This put a limit into the produced object to perform in tension. Like masonry and concrete construction, the only solution to surpass this problem is to have

reinforcement embedded within the structure itself. Modern architecture solved this problem by the invention of reinforced concrete, in which metal reinforcement bars are layed within the concrete mass to perform in both tension and compression. This solution enables builders to design in a more robust and versatile way. However, despite of its robust quality, reinforced concrete construction proves to be highly unsustainable and consumes excessive amount of

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Branching Algorithm

air ventilation

connectionadding connection

higher stress

lower stress adding vertical support

MICROSTRATA researches fabrication technique to create artificial sandstone with casted rebar, reinventing reinforced concrete. The computational logic of agent-based algorithm is employed in the creation of interconnected, fine networks of venation with high-resolution according to tension structural data. The idea of reinforced concrete is reinterpreted into metal casting technique which results in tension networks with structural performance adequate to that of conventional

time and human labour considering the rebars' physical limitation. Heinz Isler's tension network following tension stress direction, is an optimum response to the constraint of the rebar. However, the execution requires long hours of work and high level of expertise in order to arrange material with precision.

rebar. Compression blocks are fabricated by additive manufacturing method with high precision, leaving interconnected networks of cavities for tension material casting. MICROSTRATA investigate micro-organization system, turning sand into performative structures. Sand is an abundantly available substance with high potential for compression-based construction. Considering the micro unit of a grain of sand, MICROSTRATA researches into an optimized

method of architectural scale 3D printing in respond to material behaviour in the creation of high resolution structure. With the application of robot, MICROSTRATA algorithm directly transcoded the design as voxel output, generating micro layers of toolpath. From design to fabrication, the data flow does not dwell solely in the realm of virtuality, it is translated into material reality.

3M building model render Top & Side views / Printing model

48 Peter Avenue London NW10 2AN

+447930854864

MArch / The Bartlett School of Architecture, UCL

MOBILE

EMAIL

ADDRESS

mahoakita@gmail.com

MAHO AKITA

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