Portfolio For Xiaobaoxiang

Page 1

LI JING PORTFOLIO B.ARCH, HUNAN UNIVERSITY, CHINA APPLY FOR MARCH ARCHITECTURE PROGRAMME FOR YOU, THOUSANDS TIMES.


All the projects are located in Changsha city, so that I can spend a lot of time experiencing the site. I believe that the concept of one design are closely tied to the place and to the designer’s mind that stimulated by the information they got from the site and their memories, and that our responsibility is to dig it out and transform them into architecture language. In this portfolio, I selected four projects which focus on four different aspects: city, nature, structure and digital fabrication.


CONTENTS 01 Community Culture Museum

01

02 Mei Xi Primary School

15

03 Long-span Building

29

City 2014 Independent Project

Nature 2014 Independent Project

Structure 2015 Team Work

04 Book Store Entrance

39

Other Works

49

Digital fabrication 2014 Team Work


1

Community Culture Museum

Independent Project

1/4 City Community Culture Museum Site Location: Xiyuanbeili, Changsha, China Date: 2013-2014 Spring Semester Tutor: Miss Jiang Suqi, Miss Luo Jing Independent project The project is located in the vicinity of Xiyuanbeili, which has a very complex urban fabric. My design draws insparation from the history and the typical spaces of the site, tries to recall the memoris of local people and the place, harmonizes the existing composition of old Hutong, the rockery, the old building and cultural relics that have to be preserved.


2013-2014 Spring Semester

Li Jing

2


Independent Project

g Mid

dle Ro

ad

Community Culture Museum

Xiang jian

Xiangc

hun Ro

ad

Skyscraper

Multistoried Building

g St reet

Ancient House

Beiz hen

3


2013-2014 Spring Semester

Li Jing

History There are three dimensions in the site. The smallest dimension is composed of the acient buildings of Ming and Qing Dynasties. Those buildings were destroyed by the Wenxi Fire, only a few left behind. The middle dimension is composed of the buildings in Minguo period which were built in the ruins. The biggest dimension is composed of the high-rise buildings. Overlay those Three demensions and bring back the memories of the site forms the original concept.

Kunyu Skyscraper

2013

Demolition of 2012 Beizheng Street

Ballroom

the Cultural Revolution

1966

Cultural Palace

1954

Wenxi Fire

1938

Wenxi Fire burned 90% houses of ancient Changcha

the Republic of China Era

1930

Mingde School

1903

Zuo Zongtang Ancestral Hall 1885

The Ancient Changsha

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5

Community Culture Museum

Independent Project

Space Mark Analysis Xiyuanbeili

Wenxin Street

Xiangchun Road

Fushan Alley

Perspective

Sky

Skyline

Eaves

Facade

Nearby& Distant View

Telegraph Pole

Vehicles& People

ground

Select typical spaces around the site, abstract specific elements to research the space and deliberate the design


2013-2014 Spring Semester

Li Jing

Space Transformation Extract the elements and space relationship of the site. Transform them into architecture language and adjust the space.

BUILDING

Space

Elements

Space

Image

Xiyuanbeili

Fushan alley

Xiyuanbeili

Top

Crack

Lap

A gathering space cradled by residential buildings and the walls.

A single house surrounded by other houses. The wide side is a normal passage, the narrow side becomes a place that children like to play.

The scale of the street allows two lanes of traffic. Houses setback forms the active public space.

Flexible materials are uesd to limit an active space in outer and semiouter public space.

Tree and high-rise building are two typical elements which represent the traditional and the modern images.

Buildings are always represent the state of lap in materias and forms.

Use photo collages to express the space feeling and space intention of the place.

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7

Community Culture Museum

Independent Project

Site Plan

Xiyuanbeili

Reserved Rockery

Cultural Palace

Beizheng Street

Elevation


2013-2014 Spring Semester

Li Jing

8


9

Community Culture Museum

Independent Project

1

3 2

4 5

11 13

6

3

12

3

10 9 10 7

8

9

1 Ticket office 2 Entrance Hall 3 Exhibition Hall

4 Office 5 Security Room 6 Literature Material Center

7 Storeroom 8 Logistics Area 9 Conservation Laboratory

10 Office 11 Meeting Room 12 Exhibition Storage

13 Wenxi Fire Experience Hall

First Floor


2013-2014 Spring Semester

Li Jing

13

10

3

Second Floor

Section A


11

Community Culture Museum

Independent Project

Light comes through two layers of the roof and escape to another space


2013-2014 Spring Semester

Li Jing

12

Section B

Section C


13

Community Culture Museum

Independent Project


2013-2014 Spring Semester

Li Jing

14


15

Mei Xi Primary School

Independent Project

2/4 Nature Mei Xi Primary School Site Location: Meixi Lake, Changsha, China Date: 2013-2014 Fall Semester Tutor: Miss Jiang Suqi, Miss Xiang Hao Independent project T h i s p ro j e c t i s l o c a t e d i n a v e r y n a t u r a l environment. In this project,I tried to understand where water comes from, where to go ,how the trees changes throughout five years and ten years, how does the collocation of species affects animal’s behavior ‌ Relationship between the various parts of things become the primary consideration in my primary school design. I tried to blur the boundaries of architecture and nature, indoor and outdoor, and even to some extent, blur the function of the boxes. spaces are born out of the relationship between architecture and nature elements, and the relationship with the people who perceive these.


2013-2014 Fall Semester

Li Jing

16


17

Mei Xi Primary School

Independent Project

The site is at the foot of the Yuelu mountain. There are two axises, one is along the vally and another one is towards the Meixi lake.


2013-2014 Fall Semester

Li Jing

Image

City across the lake

Meixi lake

Height difference

Valley

Deduction

Strategy

Valley

Stretch

Figure & ground

Sub-axis

Platform

Lighting

Water

Vegetation

skyline

Meixi Lake people can see the Meixi lake along the axis while the building block the sight towards other directions.

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19

Mei Xi Primary School

Independent Project

11 12

Nymphaea L.

Michelia alba

3

Juncus effusus L.

2 Phragmites australis

Parthenocissus tricuspidata

10

9 4

Viburnum macrocephalum Fort.

Sapium sebiferum

1

5

Nandina domestica

Liquidambar formosana Hance

6

Cinnamomum camphora (L.) Presl.

8

7

1 Main Teaching Building 2 Office 3 Office Building

4 Office 5 Art Classroom 6 Microcomputer Classroom

7 Nature Classroom 8 Music Room 9 Technology Activity Room

10 Playground 11 Sand Entertainment Area 12 Bicycle Parking Area

Ground Floor


2013-2014 Fall Semester

Li Jing

20


21

Mei Xi Primary School

Independent Project

Pedestrian Paths Visural Line Isovist

Buildings and plants would create a journey for those visitors who step into. people will have different spatial experience in different weather and seasons.

Water finally flows to the lower-lying areas


2

3

4

5

6

7

8

9

10

11

12

22

background

1

foreground

Li Jing middleground

2013-2014 Fall Semester

Nymphaea L.

Michelia alba

Juncus effusus L.

Phragmites australis

Parthenocissus tricuspidata Viburnum macrocephalum Fort.

Sapium sebiferum

Nandina domestica

Liquidambar formosana Hance Cinnamomum camphora (L.) Presl.

There was a pond in the foot of the mountian. Water would be collected when it is


23

Mei Xi Primary School

Independent Project

Section A

Section B

Section C


2013-2014 Fall Semester

Li Jing

24


25

Mei Xi Primary School

Independent Project


2013-2014 Fall Semester

Li Jing

Painting David Grossmann

Forest

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27

Mei Xi Primary School

Independent Project


2013-2014 Fall Semester

Red sandstone from the site. Use it in entrance and steps.

Li Jing

60*30 Wooden grille.Dense in private area, sparse in open area.

Green roofs, joint with the mountain. growing soil filter fabric reservoir layer root resistant waterproof layer waterproof membrane cement mortar screed-coat t=5 structure Layer

L steel

Solid wood flooring moisture proofing course rough ground cement mortarscreed-coat t=5 polyesteer sound insulation layer t=20 Profiled Steel Sheet t=80 steel beam

plywood t=10 trowel mortar t=20 insulating layer t=40 concrete cushion t=200 rammed earth

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29

Long-span Building

Team Work

3/4 Structure Long-span Building Site Location: Yanghu District, Changsha, China Date: 2014-2015 Spring Semester Tutor: Mr. Song Mingxin, Mr. Liu Erxi Team Work Contribution:conceptual design, deduction, physical model, rendering The site lies in vicinity on the Xiangjiang River and Yanghu wetland park. There is a small island in the shore, offers a panoramic view of surrounding landcape. Structure design is the core part of this project. We make studies on cable structures and tried to make a form that takes advantages of each elements. At the same time, the function and the final artistic effect are fully taken into consideration.


2014-2015 Spring Semester

Li Jing

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31

Long-span Building

Team Work

Site mapping N

1

2 3

1. Yanghu Wetland Park

4

Largest wetland park in Changsha city, it has a beartuful sceneries and wildlife in all the four seasons.

2. Great River-west Prior Region Planning Museum

5

6

3. Li Zijian Gallary A gallary beside the site, many Li Zijian’s paintings are exhibited.

4. Xiangjiang River Xiangjiang River provides a beautiful sceneries and the e good sight.

Main Entrance Flat Grounds

Exis

ting

Roa

d Flat Grounds

5. Small Island

6. XiangFu Road Bridge

0 As a landmark building, what kind of form is a good one to contract and gather people?

In the bridge, people can look over the site. In the site, people can feel a sense of pressure from the bridge.

100m Defence Max

Lou

Defence>Gather

Ge

Defence<Gather

Tan

Gather Max

Bei


2014-2015 Spring Semester

Li Jing

The Main Venue Park Small Island Xiangjiang River

Plaza

Aqua Theatre The Deputy Venue

32


33

Long-span Building

Team Work

Structure Generation

Structural Form

Purpo

Step 1 Generation of the main cable structure

Form t struct architectu Step 2 Generation of colum form

Make t compl comp promote stability a pressure more rea

Step 3 Generation of the cable net structure

the original structure

rise the hieght of column

recombination

Increase of the provide t space fo of the epidermi

Step 4 Add connect componentsďźš network cable

the original structure

curl the boundary cable

rise the hieghtof one boundary cable

Connec compo decrease displac supportin

Step 5 Add connect components: cable truss

Connect and the network wind an the inte structure the original structure

change the way of support

combine structure with oringal design


2014-2015 Spring Semester

ose

the basic ture and ural image

the pillar ete rigid onents, e its structure and make the of the pillar asonable

Mechanical Analysis

Li Jing

Conduction of force

The construction process of the structure can be divided into two stages from the perspective of optimizing the force transmission system: Stage 1: Pressure on individual straight pillar (As the chart step 1) Stage 2: Continuous pressure on Y-shape pillar (As the chart step 2 –step 5) In order to compare the difference of the pressure of the two structure forms, select the cross-section of the cable and the cross-section of the pillar of the same size, and put on same roof uniform load on them. According to the analysis result of the software SAP 2000: Stage 1(Pressure on individual straight pillar) The structure form: as illustrated in the following chart, the pillars on both ends of the structure are withstanding load exceeding its maximum load limitation. And in the structure in Stage 1, most strain ratio of the pillars is between 0.7 and 0.9, which means the pressure of most pillars are full-loaded.

the stability structure, the coherent or the keel ecological is

ct existing nents and e the lateral cement of ng structure

Stage 2(Continuous pressure on Y-shape pillar) The structure form: as illustrated in the following chart, the strain of the pillars on both ends are also exceeding limitation, yet the strain ratio of most pillars at the middle are between 0.5 to 0.7, meaning the pressure of most pillars are appropriate.

t the upper lower cable to resist the nd promote grity of the Conclusion: With the same load, the Y-shape pillar are more proper than the straight pillar.

The roof load and the dead load are transferred bilaterally to the main cable and Y-shaped columns through the tense double-layer cable net system. Then the forces are transferred from the Y-shaped columns to the pedestal, and meanwhile they are distributed to the site and main columns by the tense main cable. Except for the role of load transfer, the truss between the double-layer cable net is also applied to resist the upward wind suction.

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35

Long-span Building

Team Work

Structure Optimize

Mechanic behavior research based on original model

assistant cable of sub venue height=-3m maximal displacement:0.44m maximal stress intensity:3.5*10^10N/m²

height=0m maximal displacement:0.52m maximal stress intensity:3.9*10^10N/m²

height=3m maximal displacement:1.70m maximal stress intensity:1.2*10^11N/m²

height=3m maximal displacement:1.7m maximal stress intensity:1.2*10^11N/m²

height=6m maximal displacement:1.2m maximal stress intensity:1.5*10^11N/m²

height=9m maximal displacement:0.6m maximal stress intensity:1.6*10^11N/m²

height=-1.25m maximal displacement:0.57m maximal stress intensity:2.1*10^9N/m²

height=2.25m maximal displacement:0.57m maximal stress intensity:2.3*10^9N/m²

height=3.25m maximal displacement:0.57m maximal stress intensity:2.35*10^9N/m²

height=27m maximal displacement:0.61m maximal stress intensity:1.63*10^9N/m²

height=30m maximal displacement:0.60m maximal stress intensity:1.62*10^9N/m²

height=33m maximal displacement:0.59m maximal stress intensity:1.61*10^9N/m²

main cable of sub venue

assistant cable of main venue

main cable of main venue

Control different variables to calculate. Those points are represent three different factors: steel consumption amount, maximal displacement, maximal stress intensity. Find the closest point to the origin, got a approximate optimum solution. assistant cable of sub venue: 1.25 main cable of sub venue: 27.00 assistant cable of main venue: -3.00 main cable of main venue: 3.00


2014-2015 Spring Semester

Li Jing

36

The drainage direction: Skin

low spot

high spot

low spot

high spot

Upper Cable Net

Cable Truss

Connected nodes between assistant cable and boundary cable:

Connected nodes between keel of skin and cable:

Channel Steel

Network Cable

Main Cable

Connected nodes between suspended cable and main cable:

main cable

Assistant Cable ridge cable

Y-shaped Pillar

dragline

Connected nodes between the dragline and the ground:

movable joint


37

Long-span Building

Team Work


2014-2015 Spring Semester

The Model Constraction Process

Li Jing

38


39

Long-span Building

Team Work


2014-2015 Spring Semester

Li Jing

40


41

Book Store Entrance

Team Work

4/4 Digital Fabrication Book Store Entrance | 1:1 As-built D[A]L + Wax JOINT Workshop Site Location: Hunan University, Changsha Date: 2014 Summer Team work Contribution:concept design, construction design, model making After having analyzed the current deficiencies of the atrium, a series of 1:1 scale design mockups helped us to adjust and refine our design proposals. Utilising state-of-the-art parametric software a s w e l l a s r a p i d - p ro t o t y p i n g t o o l s , t h e manufacturing process was streamlined, by even proliferating each joint’s detail digitally. We were fully engaged in the manufacturing process which provided a close-up view of how digital design turns into reality.


2014 Summer

Li Jing

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43

Book Store Entrance

Team Work

Preliminary Analysis Because of the disturbances like sight, noises, passing-by users, the space usage in this hall is quite low currently.

Sight Analysis When the cafe is in using, the users privacy are harshly affected by the sights from suroundings.

Plan

Profile one

Point A

Point B

Noise & Pedestrian Analysis Surrounded by more than 3 classroom and lecture hall nearby, the noise made students and predestrians is very serious.

Behavior Analysis On the visual

Seat

Assemble

Discuss

Go up stairs Go through

Profile two

Point C


2014 Summer

Li Jing

Component Analysis Before create the final shape, we desigen a component which can be suitable for most form.

Physical Generation

Mechanical Propertise

The Original Form

Shear Stiffness

Bending Stiffness

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45

Book Store Entrance

Team Work

Pore & Thickness Control The component is flexable that can met the needs of light, structural strength, and construction.

Thickness Control

Pore size control

Pore size control

Pore Size Control

Small

Big

Thickness Control

Thin

Stiffness

Thick

Size Thickness

Weak

Strong


2014 Summer

Li Jing

46

Logica of Modeling

Surface

Attach hexagon to the surface

Study Models Before the construction of the 1:1 entity model, we make a study model of paper.

Offset the point of hexagon

Connect those points to create the component


47

Book Store Entrance

Team Work

Preliminary Inquiry Form The mechanical characteristics suitable for the components

Mechenical Analysis initial geometry

Number each component and each edge.


2014 Summer

Li Jing

Structure Node Understand the physical properties of different materials, we finally choose metal to construct our component.

Fold

Screw

Hinge

Construction Process

48


49

Book Store Entrance

Team Work


2014 Summer

Li Jing

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51

Other Works

Other Works Artist Villa Design Site Location: Tianma Village, Changsha, China Date: 2012 Independent project


Li Jing

Other Works Interior Design S i t e L o c a t i o n : Wu y i P e d e s t r i a n S t re e t , Changsha, China Date: 2014 Group Work

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Other Works

Other works, Urban Design City Renovation In Houhu Lake Site Location: Houhu, Changsha, China Date: 2015 Team work


Li Jing

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Other Works

Other Works, Competition The Fundation City Site Location:Taiping Street, Changsha, China Date: 2014 Group Work


Li Jing

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THANKS FOR YOUR ATTENTION.

LI Jing B.Arch, Hunan University, China Tell: +86 521 1314 Email: sux0508@gmail.com


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