B1 00°00'

MATSURIKA

ARCHITECTURAL FRAGMENTS
URBAN STUDY — 2026 // STRUCTURE & VOID
EL. +0.000
GRID REF: MQ-001
SCROLL
ZONE 01 // FIELD SURVEY
001

CANTILEVER STUDY

Structural tension at the threshold of material capacity. Concrete speaks in compression.

CONCRETE TENSION
002

TOWER SECTION

Vertical stratification. Each floor plate a geological sediment.

VERTICAL LAYERS
R=90
003

ROTUNDA PLAN

The circle as protest against orthogonal tyranny.

PLAN GEOMETRY
004

ARCH SPAN

Compression redistributed. The catenary finds its equilibrium.

BRIDGE COMPRESSION
005

GRID FACADE

Repetition as rhythm. The window as negative space in a concrete field.

FACADE RHYTHM
006

APEX STUDY

The point where forces converge. Tension as terminus.

STRUCTURAL APEX
REBAR DETAIL — SECTION B-B
007

REBAR MATRIX

The skeleton before concrete. Steel as intention, not yet fixed.

STRUCTURE MATERIAL REBAR
ZONE 02 // ELEVATION DETAIL
H = 36.0m LEVEL 03 LEVEL 02 LEVEL 01 GROUND 0 10 20m
STRUCTURE TYPE
REINFORCED CONCRETE FRAME
TOTAL HEIGHT
36.000m ASL
FLOOR PLATE
9.000m TYPICAL
FACADE MATERIAL
BOARD-FORMED CONCRETE
GRID MODULE
1200 x 1200mm
DRAWING REF
MQ-EL-001 REV C
ZONE ROOF // TRANSMISSION END
architectural fragments
structural observations
urban studies
SURVEY COORDINATES
LAT 35°41'22"N
LON 139°41'30"E
DATUM JGD2000
ELEV +40.200m
DRAWING INDEX
MQ-001 SITE PLAN
MQ-002 GROUND FLOOR
MQ-003 TYPICAL FLOOR
MQ-004 NORTH ELEVATION
MQ-005 STRUCTURAL DETAIL
MATSURIKA
ARCHITECTURAL STUDIO
EST. 2026
TOKYO — OSAKA
MQ