ⴤࢃ⣬ᘷφӰ൞俏⑥θいࢃ3н5左右Ӱ≇ᐷ∅ᴾ ဉφᶄ⭕ݾ ᒪ喺φ29 ᐛ֒㔅僂φ6ᒪ 䈣䀶φѣᮽθ㤧ᮽ ∋ѐᰬ䰪φ2010ᒪ∋ѐӄѣ〇ᢶཝᆜ ᆜփφᔰㆇᆜᵢ〇 䇴䇗亼ตφᔰㆇ䇴䇗 䮵亼ตφᯯṾ䇴䇗θᢟࡓ䇴䇗 ਥᐛ֒൦⛯φ都可以 李先生先后在北京华汇设计,Atkins北京任职,目前在10 Design香港工作,方案能力 强,公建擅长,项目经验包括日照山海天阳光海岸,青岛世界园艺博览会天水地池展馆, 三亚海棠湾国际购物中心(二期),迪拜蓝水住宅区,武汉长城汇综合体,重庆华发中讯 时代广场等。 Current Status: In Hong Kongθ35k RMB/month before tax Name: Mr Li Age: 29 years old Working Experience: 6 years Language(s): Mandarin, English Year of graduation: Graduated in 2010 from Huazhong University of Science and Technology Degree: Bachelor of Architecture Design area: Architectural design Field of specialization: Concept design, Detail design Cities to work in: Hong Kong
LI 㜵ℯ䔆
UNDERGRADUATE 㜓䦸
INTERN ⮅ṇ
WORKING ⷌὃ
WORKING ⷌὃ
2005-2010
2009
2010-2014
2014-NOW
WUHAN ࠶ࡎ
BEIJING Ԙч
BEIJING Ԙч
HONGKONG
EDUCATION 㕀備傳㙖 09/2005-06/2010
Bachelor of ARCHITECTURE ڏউ؆؆ ב
Huazhong University of Science and Technology ԢИॠם܉؆
EXPERIENCE ⷌὃ亶⍭ 2009.06-2009.09
INTERN ⮅ṇ
Central-South Architectural Design Institute Ḕ⌾⻡䬸宥守䟻䩝晉
2009.10-2010.03
INTERN ⮅ṇ
HHD-FUN ⋾ẓ⌵㰮⻡䬸宥守⒏寉㛰昷⅓⏟
2010.07-2012.05
ARCHITECT ⻡䬸ⷯ
HHD-FUN ⋾ẓ⌵㰮⻡䬸宥守⒏寉㛰昷⅓⏟
2012.06-2014.04
ARCHITECT ⻡䬸ⷯ
Atkins Consultants Co. Ltd. Beijing Branch 昦䉠憸㖖桥旕㛰昷⅓⏟⋾ẓ⇭⅓⏟
2014.09 NOW
PROJECT ARCHITECT 桠䛕⻡䬸ⷯ
IO Design Group Limited Hongkong ㋥䨣宥守㛰昷⅓⏟榀㸖〢惏
SKILLS ᷺ḁ㉧僤 Strong design capabilities and Advanced knowledge of parametric design 彪⼡䙫㖠㠯㝫〄僤⊂⑳ḗ⮳䙫⎩㕗⋽宥守亶橳 Assist design director in the design development, implementation and construction drawing design. 彬⊐宥守〢䚸忂堳宥守㷘⋽˚吤⮅⻡䬸宥守⎱Ḣ奨宥守⛥亟䙫亿∝ Participate in the project management,Communication with clients, consultants. ⎩᷵桠䛕䮈䏭Ə᷵ḁḢ˚桥旕忂堳㗌⸟䙫㉧㜖㲆态 Strong sense of team work. 剖⥤䙫⛉昆⏯ὃヶ宭 Involved in reporting and on-site services. ⤁㬈⎩᷵㰮㊌⎱䎗✡㛴⊈
So ware 彖ờ: Rhino,Grasshopper(VB.NET,C#,Python) , Revit,Adobe Suite,CAD,SKP.
Double Infinity ՄҔݸୡ
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'-------------get point symmetry points-----------Dim pt1sym As point3d pt1sym = ptsymmetry(pt1, pt6) Dim pt2sym As point3d pt2sym = ptsymmetry(pt2, pt6) Dim pt3sym As point3d pt3sym = ptsymmetry(pt3, pt6) '------------roof fillet radius calculation------------Dim distance1 As Double distance1 = pt1.DistanceTo(pt2) Dim distance2 As Double distance2 = pt3.DistanceTo(pt2) Dim ln1 As New line(pt2, pt1) Dim ln2 As New line(pt2, pt3)
D
Dim ptRadius As point3d Dim distance As Double Dim divN As Integer If distance1 > distance2 Then ptRadius = ln2.PointAt(k2) distance = ptRadius.DistanceTo(pt2) divN = math.Round(distance1 / 3) Else ptRadius = ln1.PointAt(k2) distance = ptRadius.DistanceTo(pt2) divN = math.Round(distance2 / 3) End If ----------------------------------------------------------------------------------------------------------------------------------------------------
C A
B
Function sideTruss(ByVal crv As curve, ByVal lns As list(Of line))As list(Of line) Dim roofCurves As New List(Of Curve) roofCurves.Add(crv) Dim i As Integer
Function sideTruss(ByVal crv As curve, ByVal lns As list(Of line))As list(Of line) Dim roofCurves As New List(Of Curve) roofCurves.Add(crv) Dim i As Integer Dim trusspt1 As New list(Of point3d) Dim trusspt2 As New list(Of point3d) Dim Tpt1 As Point3d Dim Tpt2 As point3d Dim Zcoordinate1 As Point3d Dim Zcoordinate2 As Point3d Dim trussLine As New Line Dim trusslines As New List(Of Line) For i = 0 To lns.Count - 2 trusspt1 = secLocation(roofCurves, lns(i)) trusspt2 = secLocation(roofCurves, lns(i + 1)) Tpt1 = trusspt1(0) Tpt2 = trusspt2(0)
Dim trusspt1 As New list(Of point3d) Dim trusspt2 As New list(Of point3d) Dim Tpt1 As Point3d Dim Tpt2 As point3d Dim Zcoordinate1 As Point3d Dim Zcoordinate2 As Point3d Dim trussLine As New Line Dim trusslines As New List(Of Line) For i = 0 To lns.Count - 2 trusspt1 = secLocation(roofCurves, lns(i)) trusspt2 = secLocation(roofCurves, lns(i + 1)) Tpt1 = trusspt1(0) Tpt2 = trusspt2(0) Zcoordinate1 = lns(i).pointAt(0) Zcoordinate2 = lns(i + 1).pointAt(0) Tpt1.Z = Zcoordinate1.Z Tpt2.Z = Zcoordinate2.Z
D C
ՅէޗஒީਾҺਫߐИۺڶਾҺ<GT 'HHKԨ࣒ௗչ'XZN[H৻ՠঌيङЊЍԨѫգߊङيઃͫر֨ޜДЗ֢؟澝Дֽڇ١ȍȍИ֢ЊਾҺ澝ЇࢁЊּ֜மȍȍ৻ߛͫ੧▲֫ਗ਼ثܧઢ澞 йيઃҼࡨДЗ֢؟ङކԗਫߐсࡶͫОд҅يઃॱҎй㌿֛يઃͫ֜࠴ՈՕܜԳङୖ߫Њڙԃৃ࣒ҟОৈߣՃ֠މߕܔ澞रѷߒזङॱৈߣҿंީؘЊФܢ۷ঈџङІઅۨুڥङ澞ଣܫІઅڥङԽ֜֨йІઅ ڥङ६ؔۅՑІଆङؔेچдͫІઅڥङࣙڥ澝شםЭؼӇЭЉਈݷՊ澞ѸީٵவङәѾৈߣஒӲдॱङܢ۷ՊͫڥОдԆॱৈߣङ६ؔ۩ۅћ֨Іઅڥङ▲ЗઅЇୃԆ▲Зߔў߽ͫ֨▲ЗઅЇୃ ۨڥд▲ЗشङІઅͫڥԆдޅѽङ६ؔۅ澞ପଋঈџङܢ۷ՊԗՃুՠۨڥؼдঅՠࡌङॱৈߣ澞߂եऀڙԃৃ࣒߫ୖرৈߣবإङে֡֨▲澞 ߫ୖ߿▲رৈߣङॱিԗОକङԡڬЉգङ֤ؼڜՕљंڮএԥङߑ֘ࣿфӟߛؘͫ࣫д֨Ѻߚ܉ўЈॱߒזؘ࣫িङՕਈ澞ІઅڥৈߣՃҿঈџङܢ۷ՊڥЊڙԃৃ࣒बৈՠҟО▲ЗׂߎઁөͫՕљځ ऀ֨՟य़ЉգङەӑЈͫљଠځЉգङॱࡌ澞 Double Infinity is a collaborative exhibition by Holland Van Abbe Museum and Arthub, commissioned by Holland Art Center. The design inspiration comes from the theme of the exhibition. The concept tries to introduce infinite circulation into the spatial design of the exhibition. After the consideration of many infinitive-circulation mathematical-models and the interaction between the site and display items, it was decided that the circulation would be a ∞ shape. Although it is quite a coincidence that this is also the mathematical symbol for infinity, the design was not conceived as a metaphor based on meaning of the simple symbol. The concept of the initial design consisted of three-dimensional infinitive circulations, afterwards because of time and financial constraints; the circulation was changed to a two-dimensional concept. The former cross points of the three-dimensional design turned into the crisscross of the two-dimensional concept. This provides the visitors with a junction point, from where they can choose content to explore. This configuration also provides multiple visiting routes. Owing to an important focus on cultural communication between these two countries, it is anticipated that this exhibition will go on tour. As such, all the structures are made of the dismountable steel frame and tension fabric. The complicated three-dimensional structures actually consist of topologically equivalent triangles. The reason for using the triangle here is stability: once the length is set, the shape and size can not be changed. Unfortunately, the two-dimensional geometric construction restricts the scope for spatial topological transformation. In order to increase the stability of the spatial structure, additional structure was added to the corners of the triangles, so that small triangles are formed on every corner, successfully increasing stability. By means of topologically-equivalent transformation and combination, the final design responds to site requirements. The last step in the process is to bind up the steel frames tightly with the tension fabric.
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Northern District Beach facilities
Service Center Multi-use complex
Club House
Public Facilities
Location Rizhao, China
Title Architect
Size 9WS
Type Architecture
Finished
Year
shopping ࣒ cafe պ⮈ culture ކԗ sports&leisure Ԉѧ
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72
46
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2327
41
71
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36
118
3731
72
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67
28
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205
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103
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106
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参数化设计 Parametric Design Private Sub RunScript(ByVal pt1 As Point3d, ByVal pt2 As Point3d, ByVal pt3 As Point Point3d, ByVal pt6 As Point3d, ByVal k1 As Double, ByVal k2 As Double, ByVal dis1 As basementH As Double, ByVal dis2 As Double, ByVal n As Integer, ByVal m As Object, B ByRef B As Object, ByRef C As Object, ByRef D As Object, ByRef E As Object, ByRef F A Object, ByRef AA As Object, ByRef AB As Object, ByRef AC As Object) '-------------get point symmetry points-----------Dim pt1sym As point3d pt1sym = ptsymmetry(pt1, pt6)
ROOF
Dim pt2sym As point3d pt2sym = ptsymmetry(pt2, pt6) Dim pt3sym As point3d pt3sym = ptsymmetry(pt3, pt6) '------------roof fillet radius calculation------------Dim distance1 As Double distance1 = pt1.DistanceTo(pt2) Dim distance2 As Double distance2 = pt3.DistanceTo(pt2) Dim ln1 As New line(pt2, pt1) Dim ln2 As New line(pt2, pt3)
WALLS
Dim ptRadius As point3d Dim distance As Double Dim divN As Integer If distance1 > distance2 Then ptRadius = ln2.PointAt(k2) distance = ptRadius.DistanceTo(pt2) divN = math.Round(distance1 / 3) Else ptRadius = ln1.PointAt(k2) distance = ptRadius.DistanceTo(pt2) divN = math.Round(distance2 / 3) End If ----------------------------------------------------------------------------------------------------------------------------------------------------
Function sideTruss(ByVal crv As curve, ByVal lns As list(Of line))As list(Of line)
CEILING
Dim roofCurves As New List(Of Curve) roofCurves.Add(crv) Dim i As Integer Dim trusspt1 As New list(Of point3d) Dim trusspt2 As New list(Of point3d) Dim Tpt1 As Point3d Dim Tpt2 As point3d Dim Zcoordinate1 As Point3d Dim Zcoordinate2 As Point3d Dim trussLine As New Line Dim trusslines As New List(Of Line) For i = 0 To lns.Count - 2 trusspt1 = secLocation(roofCurves, lns(i)) trusspt2 = secLocation(roofCurves, lns(i + 1))
STEEL STUCTURE
Tpt1 = trusspt1(0) Tpt2 = trusspt2(0) Zcoordinate1 = lns(i).pointAt(0) Zcoordinate2 = lns(i + 1).pointAt(0) Tpt1.Z = Zcoordinate1.Z Tpt2.Z = Zcoordinate2.Z trussLine = New Line(Tpt1, Tpt2) trusslines.Add(trussline) Next Return trusslines End Function
----------------------------------------------------------------------------------------------------------------------------------------------------
FLOOR
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Formation of the structure
Plan view of combination
Formation of an isosceles triangle.
Tent formation
Physical Model
Original triangle divided by 4 triangles into 12 sections, identifying 7 control points.
Mid-length control points of original triangle are raised, forming a new isosceles triangle at the top.
Centre control point of original triangle is raised, above the newly formed triangle.
Mid-length control points of the top triangle are created and pulled out wards.
In line with the original mid-length control points, a new control point is created, raised and pulled outwards.
Location Shanghai, Hangzhou
Architect
Title Size Type Exhibition
Complete
Year
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Architect
Title Size Type Architecture
Complete
2012
Year
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Notes: 1500.000
93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1.
1500.000
93.75 93.75
93.75 93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
THIS DRAWING ISSUE HAS BEEN CHECKED AND APPROVED IN ACCORDANCE WITH 10 DESIGN GROUP LTD. QUALITY MANAGEMENT. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS, REFER TO DRAWING ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED. ALL DRAWINGS HAVE TO BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL, STRUCTURAL AND SERVICES ENGINEER'S DRAWINGS AND SPECIFICATIONS. DO NOT SCALE OFF THIS DRAWING.
93.75 93.75
2.
46.88
3.
92.31
92.31
90.00
90.00
46.92
46.88
92.31
92.31
4.
92.31
92.31
1500.000 93.75
92.31
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1500.000 93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
1500.000 93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
5.
92.31
92.31
92.31
90.00
90.00
46.92
92.31
93.75
92.31
92.31
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92.31 93.75
93.75
93.75
93.75
93.75 93.75
93.75
93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75
92.31 93.75 93.75
93.75 93.75
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92.31 92.31 92.31
92.31
92.31
92.31
92.31
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92.31
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90.00
90.00
1800.000
90.00
90.00
90.00
90.00
90.00
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92.31
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NO
92.31
92.31
92.31
92.31
92.31
92.31
92.31
1200.000
92.31 93.75
92.31
93.75
92.31
93.75
1500.000
93.75
92.31
93.75
93.75
45.00
93.75
93.75
92.31
93.75
93.75
92.31
93.75
93.75
93.75
92.31
93.75
93.75
92.31
93.75
93.75
92.31
93.75
1500.000
93.75
92.31
93.75
93.75
46.92
93.75
93.75
92.31
92.31
46.87
93.75
45.00
1500.000
93.75
93.75
90.00
90.00
90.00
ḽ
T2
92.31
92.31
92.31
1440.000
92.31
92.31
92.31
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
T1
92.31
92.31
92.31
92.30
92.31
90.00
90.00
90.00
90.00
90.01
90.00
90.00
90.00
1800.000
90.00
90.00
90.00
90.00
90.00
䙅᱄㜬⧱⪹ ᑜ㜂ᶵ 1(875$/ &/($5 /$0,1$7(' */$66 :,7+ %$&. 3$1(/
*/
ᖟ䟿㜬ѣグ⧱⪹ )5,77(' '28%/( */$=,1* /$0,1$7(' */$66
90.00
90.00 90.00
/2: (䙅᱄㜬ѣグ⧱⪹ 1(875$/ &/($5 '28%/( */$=,1* /$0,1$7(' /2: ( */$66
*/
90.00
92.31
92.31
92.31
*/ ḽ
ᔬծ 00 ঀᖺ഼⛯ 㠩⧱⪹⮂䶘с䗯⮂
*/
ḽ
ᖟ䟿㜬⧱⪹θᑜ㜂ᶵ )5,77(' /$0,1$7(' */$66 :,7+ %$&. 3$1(/
*/
/2: (䙅᱄㜬ѣグ⧱⪹ 1(875$/ &/($5 '28%/( */$=,1* /$0,1$7(' /2: ( */$66
*/
/2: (䙅᱄㜬ѣグ⧱⪹ ᑜ㜂ᶵ 1(875$/ &/($5 '28%/( */$=,1* /$0,1$7(' /2: ( */$66 :,7+ %$&. 3$1(/
ḽ
T3
07
䬓ᶵ㜂䶘 $/80,180 3$1(/
07
93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
81.60
93.75 93.75
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1206.600 93.75
93.75
93.75 93.75
81.60
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1206.600 93.75
93.75
93.75 93.75
81.60
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1206.600 93.75
93.75
93.75 93.75
81.60
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1206.600 93.75
93.75
93.75 93.75
81.60
93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
1206.600 93.75
93.75
81.60 93.75
93.75 93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
䱨䴞Ⲵਬ :($7+(5 5(6,67$17 /289(5
1206.600 81.60 93.75
93.75 93.75
93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
93.75 93.75
40.80
93.75
61
ᓍᤑ⚥ 6,*1$*( /,*+7,1* %2;
92.31
92.31
92.31
92.31
92.31
92.31
92.31
92.31
90.00
90.00
40.80
1206.600
51.92
1206.600
Rev. 1230.900
ؤ䇘
1230.900 105.90
93.75
93.75
93.75
93.75
93.75
93.75
52.95 93.75
93.75
93.75
93.75
93.75
Description
Date ᰛᵕ
ᨅ䘦
DR. CH.
AP.
⭱ഴ ṗሯ
93.75
52.95 93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
2015.01.13 Podium Frited Pattern Design Drawings
1230.900
1230.900
105.90 93.75
93.75
93.75
93.75
93.75
92.31
1230.900 52.95
92.31
92.31
92.31
92.31
92.31
92.31
92.31
90.00
90.00
㼏ᾲᖟ䟿⧱⪹ഴṾ䇴䇗ഴ㓮
105.90
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
93.75
T4
52.95
92.31 92.31 92.31
92.31
92.31 92.31
92.31 92.31 92.31
92.31 92.31 92.31 92.31 92.31
92.31
1200.000
Consultant 亴䰤
90.00
90.00
90.00
90.00
90.00
92.31
92.31
92.31
92.31
92.31
92.31
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
45.00
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
92.31
93.75
90.00
1800.000
90.00
90.00
Client ѐѱ
↜≿⍠京㖤ѐᴿ䲆ޢਮ
90.00
90.00
90.00
ḽ
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
Wuhan Hongding Real Estate Co., Ltd
92.31
92.31
92.31
Project Stage 主ⴤ䳄⇫
92.31
92.31
92.31
92.31
ᔰㆇཌ䶘ީཝṭौ䇴䇗
92.31
92.31
92.31
92.31
92.31
92.31
92.31
92.31
92.31
92.31
92.31
92.31
92.31
92.30
92.31
90.00
90.00
90.00
90.00
90.01
90.00
90.00
90.00
90.00
PODIUM BLOWUP UNFOLDED ELEVATION
90.00
1800.000
90.00
㼏ᡵኋᔶ䶘᭴ཝഴ
ൌ㍏で
90.00
90.00
Wuhan Changcheng Hui Project Drawing Title
ᔬծ 00 ঀᖺ഼⛯ 㠩⧱⪹⮂䶘с䗯⮂
90.00
90.00 90.00
ɋ↜≿ᐸ↜᱂॰ѣ्䐥䮵ค≽Ɍ
Scale at A1 ∊ׁ
90.00
2172.000
92.31
Architectural Facade and Detail Development
Project Title 亯ⴤで
1:50
ḽ
T4
ᖉ䶘ᶵᇳᓜᴿौᰬθሼḽഴṾሯ喆䶘ᶵѣ㓵
1:100
俏⑥⒴Ԋ倧ށ䚉 ਭђคཝড় ⁉ 3F, East Town Building 41 Lockhart Road Wanchai, Hong Kong T +852 3975 2010 W www.10design.co
Project No. 亯ⴤ㐞㲕
Drawing No.
ഴਭ
Rev. ؤ䇘
12036 TEN_12036_PD_SHEETS_20150119 B
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