1 ARCHITECTURE...1/1 ADRENALIN PARK SKOPJE, MACEDONIA Ljubljana, January 2019 1.1 TITLE PAGE 1 –...

1/1 ADRENALIN PARK SKOPJE, MACEDONIA Ljubljana, January 2019

1.1 TITLE PAGE

1 – ARCHITECTURE

INVESTOR:

DPITU »MG PROEKT« DOOEL Ul. Risto Radanovski br. 18-1/1, 1000 Skopje,

Republika Severna Makedonija

SUPPLIER:

DGPTU »BREG-ING« DOOEL 1010 No.55, 1000 Skopje

Republika Severna Makedonija

OBJECT/LOCATION:

ADRENALIN PARK SKOPJE

MACEDONIA

PHASE: CONSTRUCTION DOCUMENTS

CONTRACTOR:

Vevrca d.o.o., Senožeti 18, 4201 Zgornja Besnica

Slovenia, Europe Director:

Klemen Zupanc

Signature:____________________________

DESIGNER: CITY STUDIO d.o.o.,

Zemljemerska ulica 12, 1000 Ljubljana Slovenia, Europe

Director: Maria Zlobec

Signature:____________________________

TEAM LEADER: Klemen Zupanc

Signature:____________________________

HEAD DESIGNER: Maria Zlobec, BSc.Arch.

Id no.: A-0167

Signature:____________________________ Project No.: CS1334-19 Date: Ljubljana, January 2019


1.2 TABLE OF CONTENTS

1 Architecture design No.: CS 1334-19 CITY STUDIO d.o.o.

1.1 Title page

1.2 Table of contents

1.3 Technical report

1.4 Drawings


1 . 4 DRAWINGS

No:. Drawing name: Scale: 0.1 Program scheme 0.2 Situation 1:1000 1 Floor plan and section A-A of adrenalin park 1:100 2 Section B-B of adrenalin park 1:50 3 Plan of polygon exercises 1:100 4 Floorplans of tower 1:50 5 West and south elevation of tower 1:50 6 Wooden platform with steel beams (platform 1) 1:20 7 Wooden platform (platform 2) 1:20 8 Zip line platform (platform 3) 1:20 9.1 Detail of cables foundation 1:20 9.2 Detail of cables foundation 1:20 10 Detail of post base 1:20 11 Axonometric drawing of detail of anchor 1:20

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PT.1

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254.906

20

254.498

21

253.983

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253.851

23

254.307

24

254.566

25

27

28

254.604

29

254.571

30

254.441

36

252.863

37

252.895

40

252.93

41

252.962

42

253.045

43

253.189

44

253.357

45

253.458

46

253.486

47

253.691

62

252.812

113

250.66

114

250.66

115

250.52

116

250.91

117

251.04

118

138

250.88

139

250.95

140

250.81

141

250.79

142

251.06

143

251.92

144

251.92

145

251.15

146

250.97

147

250.76

148

250.84

149

250.84

150

250.81

151

250.81

152

250.86

153

250.88

154

250.85

155

250.87

156

250.82

157

250.85

158

250.94

159

250.9

160

250.9

161

250.93

162

251.02

163

250.92

164

250.96

165

250.97

166

251.08

167

251.01

168

251.05

169

251.06

170

251.06

171

250.94

172

250.97

173

251.13

174

251.18

175

251.19

176

251.24

177

251.24

181

251.15

182

251.15

183

251.19

184

251.17

185

251.19186

251.23

250.78

250.72

250.66

250.60

250.54

250.45

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AutoCAD SHX TextSkopje, Republika Severna Makedonija

AutoCAD SHX TextDrawing name:

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AutoCAD SHX TextAdrenalin park

AutoCAD SHX TextJanuary 2019

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AutoCAD SHX Text PROGRAM SCHEME

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AutoCAD SHX TextCS1334-19

AutoCAD SHX TextTeam:

AutoCAD SHX TextHead designer:

AutoCAD SHX TextA-0167

AutoCAD SHX TextMaria Zlobec, BSc.Arch.



AutoCAD SHX TextKlemen Zupanc


AutoCAD SHX TextZemljemerska ulica 12

AutoCAD SHX TextCITY STUDIO d.o.o.

AutoCAD SHX TextLjubljana, Slovenia


AutoCAD SHX TextContractor:

AutoCAD SHX TextSenožeti 18

AutoCAD SHX TextVevrca d.o.o.

AutoCAD SHX TextZgornja Besnica, Slovenia

AutoCAD SHX Textul. Risto Ravanovski br.18-1/1

AutoCAD SHX TextDPITU "MG proekt" DOOEL


AutoCAD SHX TextSupplier:

AutoCAD SHX Text"1010" No.55

AutoCAD SHX TextDGPTU "BREG-ING" DOOEL


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1

BEACH VOLLEYBALL

BEACH FOOTBALL

KIDS PLAYGROUND

Entrance

BA

R

(e

xistin

g situ

atio

n)

CLIFF (existing situation)

TENNIS COURT (existing situation)

ADRENALIN PARK

SKATE PARK

ZIP LINE 450 m LONG

LIFTING ELEMENTS

ADRENALIN PARK FROM ELEMENTS

WITH HURDLES MADE FROM WOOD FOR

OUTDOOR USE AND METAL

TIGHTENS MADE OF CABLES

ANCHORED IN THE GROUND

ENTRY TOWER

COLUMNS

LEGEND :

BENCHES FOR RELAXING

BENCHES

TRASH CAN

TREES

BUSHES

DRINKING FOUNTAIN

12

34

56

78

91

01

11

21

31

4

60.00

60.00





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VEVRCA, podjetje za športni turizem in storitve d.o.o.

Senožeti 18

4201 Zgornja Besnica

Slovenija


Davčna št.: SI84098554

Matična št.: 2318288000

Games – material list

Kranj, 10.1.2019


Senožeti 18


Slovenija



Matična št.: 2318288000

LEARNING COURSE:

arm with bracket 2

wire rope 12mm 6m

U nail 4

wire rope 12 mm smooth 10m

aluminium ferrules fi12mm 8

cable layer 2

spax 8x120 8

COURSE 3 METERS IN HIGH:

PLATFORMS pcs

round beams class 3, fi 12cm 60

planks larch fi 16 mm, 75cm 110

thread bar fi 16 mm, 75cm 20

nuts 40

washers 40

screw spax 8x10 mm 80

screw spax 5x60mm 900

1. Mashrooms lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4


pole bracket 1



wire rope 10mm 21m

wooden spreaders fi10cm x75 cm 2

wire clamp 30

mushrooms 11

spax 8x80 44

spax 10x200 4


Senožeti 18


Slovenija



Matična št.: 2318288000

2. Banana bridge lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4


cable layer 1



wire rope 10mm 21m


wire clamp 36

bananas 14

carriage bolt 10x60mm 56

spax 8x120 4

spax 10x200

3. Tunnel lenght/pcs

arm with bracket 2

wire rope 12mm 6m

U nail 26




wire rope 10mm 21m


wire clamp 8

planks larch 12x3x250cm 14

planks larch 12x3x200 cm 28

iron circle 9

eye nuts 18


static rope 150 cm 22

carabiner 36


Senožeti 18


Slovenija



Matična št.: 2318288000

4. Coco ball lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8


cable layer 1


pulling back sistem 1

spax 8x120 4

trolley 1

carabiner 1

safety corner mattresses 1

safety semicilcular mattresses 1

wire rope 12mm / silent 15m

Coco ball 1

5. Sledges lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8





wire clamp 8

ropes 20mm 14m

nuts 12

washers 12

spax 6x60 20

planks larch 12x3x75 5


thread bar fi16mm/ 15cm 2

carabiner 4



Sledge 1

Trolley 4

spax 8x80 12



Senožeti 18


Slovenija



Matična št.: 2318288000

6. A brdge lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4


cable layer 3





nuts 4

washers 4

spax 8x120 4

spax 6x60 40

spax 8x80 8

spax 8x160 36


round beams fi 10cm / 75cm 14

7. Scales lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4




wire rope 10mm 27m


wire clamp 32


metal balance scale (stick) 4

nuts 32

washers 16


static rope 120cm 8


Senožeti 18


Slovenija



Matična št.: 2318288000

8. U net lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8




wire rope 10mm 27m


wire clamp 88

static rope 2m 2

thread bar fi10mm/ 15cm

9. Suspended fruits lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8


cable layer 1



wire rope 10mm 21m


wire clamp 53

ropes 20mm/2m 36

eye nuts 36


spax 8x120 4

static rope 11mm 1

carabiner 36

fruits 9

10. Stairway to haven lenght/pcs

arm with bracket 2

wire rope 12mm 6m

U nail 8




wire rope 10mm 21m


wire clamp 36

ropes 20mm/3m 28

eye nuts 28


carabiner 28

round beams fi 10cm / 75cm 14


Senožeti 18


Slovenija



Matična št.: 2318288000

11. X cross bridge lenght/pcs arm with bracket 2 wire rope 12mm 6m U nail 8 wire rope 12 mm smooth 10m pole bracket 1 aluminium ferrules fi10mm 8 aluminium ferrules fi12mm 8 wire rope 10mm 42m wooden spreaders fi10cm x75 cm 4 wire clamp 56 x crosses 250cm 6 planks larch 25x3x75 cm 14 carriage bolt 10x60mm 56 spax 10x200 4


Senožeti 18


Slovenija



Matična št.: 2318288000


PLATFORMS pcs




nuts 40

washers 40



1. waves 7m lenght/pcs wire clamp 4

wire rope 10mm 21m

wire rope 12mm 6m

ropes 20mm/3m 16

wire rope 12 mm smooth 10 m


U nail 8



iron waves 7m 2


eye nuts 16


screw 10x40 8

nuts 24

washers 24

static rope 6m

pole bracket 1

arm with bracket 2

cable layer 1

spax 8x120 4

spax 10x200 4


Senožeti 18


Slovenija



Matična št.: 2318288000

2. Swingig beam 1,5m lenght/pcs wire clamp 24

wire rope 10mm 21m

wire rope 12mm 6m

ropes 20mm/2m 16



U nail 8



eye nuts 16

nuts 16

washers 16

arm with bracket 2

thread bar fi10mm/ 15cm fi10mm/ 15cm 8

carabiner 16

round beams class 3, fi 12cm / 3m 4

3. Climbing net 7m lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 12


cable layer 1



wire rope 10mm 26m

wire clamp 70

spax 8x120 4

carabiner

round beams class 3, fi 12cm / 3m

net 7m 1

4. Box Bridge lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8




wire rope 10mm 42m


wire clamp 52

boxing bag 8




Senožeti 18


Slovenija



Matična št.: 2318288000

5. Bike on hands lenght/pcs U nail 4


pole bracket 2



spax 10x200 4

returning sistem 1

6. Climbing wall lenght/pcs

arm with bracket 2

wire rope 12mm 6m

U nail 4

wire rope 12 mm smooth 6



climbing holds 24

spax 8x120 48

spax 10x200 12

transport strap 2

round beams fi 18cm / 5m 2

screw 10x60mm 24

7. Big foot bridge lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4


cable layer 1



wire rope 10mm 27m


wire clamp 48


spax 8x120 4

Big foot 10


Senožeti 18


Slovenija



Matična št.: 2318288000

8. Suspended surf lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8



wire rope 10mm/silent 27m


wire clamp 8

surf/snowboard 1

ropes 20mm/3m 4

Trolley 4

eye nuts 4

nuts 4

washers 4


carabiner 4



spax 8x80 18

returning sistem 1

spax 6x60 20




Senožeti 18


Slovenija



Matična št.: 2318288000

9. U slings lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8

wire rope 12 mm smooth 10



wire rope 10mm 21m


wire clamp 44

ropes - U slings 20mm/4m 17

10. Barrels lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4


cable layer 1



wire rope 10mm 21m


wire clamp 28

spax 8x120 4

rope 20mm 11m

metal stick fi 25,4mm/ 75cm 10

Barrels 10

11.Walking net lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4


pole bracket 1



wire rope 10mm 21m


wire clamp 66



spax 10x200 4


Senožeti 18


Slovenija



Matična št.: 2318288000


PLATFORMS pcs




nuts 40

washers 40



1. Swinging beam - single lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8


pole bracket 1



wire rope 10mm 15m

wire clamp 8

ropes 20mm/2m 8

eye nuts 8


spax 10x200 4

carabiner 8

round beams fi 12cm / 150m 4

2. Cliff hanger lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8


cable layer 1



wire rope 10mm 26m

wire clamp 28


climbing holds 42


screw 10x60 42

spax 8x120 4


Senožeti 18


Slovenija



Matična št.: 2318288000

3. Suspended snake bridge lenght/pcs

arm with bracket 2

wire rope 12mm 6m

U nail 8




wire rope 10mm 21m


wire clamp 18

ropes 20mm/2m 10


eye nuts 10


static rope 2m 2

carabiner 10

4. Zip-line lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4





spax 8x80 12

5. Walking slings lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4


cable layer 1



wire rope 10mm 27m


wire clamp 80



spax 8x120 4

ropes 60cm 34


Senožeti 18


Slovenija



Matična št.: 2318288000

6. Acrobat lenght/pcs

arm with bracket 2

wire rope 12mm 6m

U nail 8




wire rope 12mm sient 8m

wire rope 10mm 8m

acrobatic 1

carabiner 1

pullig back sistem 1

trolley 1

7. Fishermans bridge lenght/pcs

arm with bracket 2

wire rope 12mm 6m

U nail 8


cable layer 1



wire rope 10mm 37m


wire clamp 18

ropes 20mm/3m 11

ropes 200mm/10m 1

spax 8x120 4


Senožeti 18


Slovenija



Matična št.: 2318288000

9. Rodeo Walk lenght/pcs

arm with bracket 2

wire rope 12mm 6m

U nail 4




wire rope 10mm 21m


wire clamp 23

rodeo walk 15

8. Surf ride lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 4





wire clamp 8

nuts 12

washers 12

spax 6x60 20




carabiner 4



Surf 1

Trolley 4

spax 8x80 18



Senožeti 18


Slovenija



Matična št.: 2318288000

10. Suspended islands lenght/pcs arm with bracket 2

wire rope 12mm 6m

U nail 8


cable layer 1



wire rope 10mm 21m


wire clamp 36

ropes 20mm/2m 28


eye nuts 28


spax 8x120 4

spax 6x60 224

carabiner 28

11. Climbing nets lenght/pcs

arm with bracket 2

wire rope 12mm 6m

U nail 12


pole bracket 1



wire rope 10mm 26m

wire clamp 20

nets 100x250 cm 5

spax 10x200 4


Senožeti 18


Slovenija



Matična št.: 2318288000

SAFETY EQUIPMENT FOR VISITORS (45 pcs each): Saferoller:

Lanyard:

Harness:

Carabier:


Senožeti 18


Slovenija



Matična št.: 2318288000

SAFETY/RESCUE EQUIPMENT FOR STUFF: Harness - 2x:

Lanyard - 2x:

Carabineers - 4x:

Climbing sing - 2x:

Trolley - 2x:


Senožeti 18


Slovenija



Matična št.: 2318288000

RESCUE EQUIPMENT FOR STUFF: I’D S descender – 1x:

Static rope 20m - 1x:

Jag System - 1x :

Iron Carabineer - 2x:

Hexagon wrenches 5 - 1x:

80.00

12.27 4.00 8.58 8.58 8.58 12.87 12.87 12.27

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AutoCAD SHX Textplatform 1







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AutoCAD SHX TextFLOOR PLAN AND SECTION A-A OF ADRENALIN PARK


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AutoCAD SHX Textdocuments








3.00

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AutoCAD SHX TextSECTION B-B OF ADRENALIN PARK


















AutoCAD SHX Text3m COURSE



AutoCAD SHX TextMASHROOMS, 8m

AutoCAD SHX TextBANANA BRIDGE, 8m

AutoCAD SHX TextTUNNEL, 8m

AutoCAD SHX TextCOCO BALL, 11m

AutoCAD SHX TextSLADGES, 11m

AutoCAD SHX TextA BRIDGE, 4m

AutoCAD SHX TextSCALES, 11m

AutoCAD SHX TextU-NET, 11m

AutoCAD SHX TextSUSPENDED FRUITS, 8m

AutoCAD SHX TextSTAIRWAY TO HEAVEN, 8m

AutoCAD SHX TextXCROSS BRIDGE, 8m

AutoCAD SHX TextWAVES, 8m

AutoCAD SHX TextSWINGING BEAM, 8m

AutoCAD SHX TextCLIMBING NET, 8m

AutoCAD SHX TextBIKE ON HANDS, 11m

AutoCAD SHX TextBOX BRIDGE, 11m

AutoCAD SHX TextCLIMBING WALL, 4m

AutoCAD SHX TextBIG FOOT BRIDGE, 11m

AutoCAD SHX TextSUSPENDED SURF, 11m

AutoCAD SHX TextU SLINGS, 8m

AutoCAD SHX TextBARRELS, 8m

AutoCAD SHX TextWALKING NET, 8m

AutoCAD SHX TextSWINGING BEAM-SINGLE, 8m

AutoCAD SHX TextCLIFF HANGER, 8m

AutoCAD SHX TextSUSPENDED SNAKE BRIDGE, 8m

AutoCAD SHX TextZIPLINE, 11m

AutoCAD SHX TextWALKING SLINGS, 11m

AutoCAD SHX TextACROBAT, 4m

AutoCAD SHX TextFISHERMAN'S BRIDGE, 11m

AutoCAD SHX TextSURF RIDE, 8m

AutoCAD SHX TextRODEO WALK, 8m

AutoCAD SHX TextSUSPENDED ISLANDS, 8m

AutoCAD SHX TextCLIMBING NETS, 8m










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AutoCAD SHX TextPLAN OF POLYGON EXERCISES


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+3.50

0.80 4.00 1.20

0.60 0.40 3.60 0.40 1.00

0.14

0.86

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0.64

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0.93

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6.80

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0.79

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1.00 4.00 1.00

1.48

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1.28

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3.17

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6.68

3.08

10 1

0.80 4.00 1.20

0.60 0.40 3.60 0.40 1.00

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6.00

1.60

4.00

1.20

1.40

0.40

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0.14

1.12

0.14

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0.14

3.32

0.14

0.40

0.14

0.86

6.80

3.08

0.80 4.00 1.20

0.60 0.40 3.60 0.40 1.00

0.14

0.86

0.14

0.14

0.72

0.14

0.60 4.40 1.00

6.00

1.60

4.00

1.20

1.40

0.40

3.60

0.40

1.00

0.14

1.12

0.14

0.40

0.14

0.14

0.40

0.14

0.86

6.80

3.08

+0.20

6 8

+6.80

+10.10

6.00

1.33

0.54

1.08

1.31

1.08

0.54

0.93

1.02

1.01

1.02

3.32 0.40

0.14

0.14

0.14

1.00

0.40 5.20 0.40

0.40

6.00

0.40

6.00

6.80

AutoCAD SHX TextConstruction of first ground wooden floor

AutoCAD SHX TextGround floor plan +0.20

AutoCAD SHX TextThird ground floor plan +10.10.100

AutoCAD SHX TextConstruction of ground floor plan

AutoCAD SHX TextSecond ground floor plan +6.80.800

AutoCAD SHX TextFirst ground floor plan +3.50

AutoCAD SHX TextConstruction of second ground wooden floor

AutoCAD SHX TextConstruction of third ground wooden floor

AutoCAD SHX TextFloor plan of foundations


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AutoCAD SHX Textsteel wires for tryouts h=1,60 m










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AutoCAD SHX TextFLOORPLANS OF TOWER



















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1.78

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2.48

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2.97

0.90

0.60

0.35

0.95

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6.00

0.406.000.40

6.80

0.05

0.35

0.70

0.10

1.05

11.80

11.80


AutoCAD SHX TextSouth elevation

AutoCAD SHX TextWest elevation












AutoCAD SHX Textsteel wires for tryouts h=1,60 m

AutoCAD SHX TextU 220











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AutoCAD SHX TextWEST AND SOUTH ELEVATION OF TOWER



















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see also the mast foundation drawings

and the technical report

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3.1 TITLE PAGE

3 – STRUCTURAL DESIGN

CLIENT

/

OBJECT/LOCATION

ADRENALIN PARK SKOPJE

MACEDONIA

PHASE

Construction documents

CONTRACTOR

Veverca d.o.o., Senožeti 18, 4201 Zgornja Besnica

Slovenia, Europa director: Klemen Zupanc

(signature)

DESIGN OFFICE

Gradbeni biro Mele, Janko Mele s.p., Cesta gradenj 6, 1360 Vrhnika

director: Janko Mele, MSc.Civ.Eng.,

(signature)

TEAM LEADER

Klemen Zupanc

(signature)

RESPONSIBLE ENGINEER

Janko Mele, MSc.Civ.Eng. id.no. IZS G-0292

(signature)

PROJECT NUMBER, DATE

Project No.: C S 1 3 3 4 - 1 9 Number of copies.: 1 2 3

Vrhnika (Slovenija), January 2019

3.2 TABLE OF CONTENTS - STRUCTURAL DESIGN

3.1 Title page

3.2 Table of contents

3.3 Technical report

Structural analysis

3.4 Drawings

3.4 TECHNICAL REPORT GENERAL Adrenalin Park in Skopje, Macedonia, consists of a tower and a polygon, which is composed of 11 pillars. Polygon is divided into three difficulty levels, which are separated by taking place on different heights. Each polygon consists of 11 different exercises that differ from one another in certain amount of difficulty. Zip line is also included. Polygons and zip line are accessible by a staircase located in wooden tower.

STRUCTURE

Tower is made entirely out of wood. It has a rectangular-shaped floor plan measuring 6.00 x 6.80 m. With a height of 12 m, it provides the entrance and exit to all polygons. The supporting structure of tower is based on 35 cm thick reinforced concrete slab with peripheral strip foundations 70 cm deep. Five pillars, measuring 0.40 m in diameter, represent main carriers of construction. U 220 steel profile beams (0.95 m long) connected to each pillar, fasten them into a reinforced concrete slab.

This wooden structure has three levels on heights 3.20 m, 6.20 m, 9.20 m. Those heights are consistent with heights in which polygons are taking place. Levels are accessible by a single wooden staircase. Wooden beams of dimensions 14 x 24 cm construct platforms. They are to be laid in two levels in cross directions, as to provide appropriate static safety. Wooden boards 5 cm thick are then laid on wooden beams as flooring material. Fence surrounds every platform, making the entrances and exits of polygons safe.

As said before, polygon is composed of 11 pillars. Each measuring 0.40 m in diameter with a height of 12 m. The only exception is one pillar measuring 6m in height that is used as the end element of zip line. U 220 steel profile beams (1.50 m long) connected to each pillar, fasten them into a reinforced concrete foundation dimensions 1.2 x 1.2 x 1 m. While making the project we had no geotechnical report. We assumed modulus of subgrade reaction k = 5 000 kN/m3 and maximal allowable stress under mast foundation σ = 150 kN/m2.

Tower and pillars are to be connected into uniform construction with steel cables Φ12. Cables connecting all pillars and tower are fastened at the end of polygon into reinforced concrete foundations measuring 1.50 x 1.50 x 1 m.

Pillars are arranged in consisting distance measuring approx. 8.50 m and 12.50 m. They are crosswise connected to each other with U 140 steel profile beams, that serve also as construction of wooden platforms located on each pillar. Three platforms, can be found on each pillar. Each platform has a rectangular-shaped floor plan measuring 1.50 x 1.50 m. There are three different kinds of platforms that vary in construction:

1) Wooden platform with steel beams

2) Wooden platform made entirely out of wood

3) Zip line platform

Polygons are located on three different heights and are composed of different exercises.

57 m long zip line is also planned. It is positioned between two lines of pillars. Starting on 4.50 m on the tower, descending for 2.20 m, it ends on the other side of Adrenalin Park. Area under the zip line must be protected with fence to avoid crashes between zip line user and other people in the area.

TECHNICAL STANDARDS CONSIDERED

Static analysis, load action determination and the design work was carried out according to the European standards Eurocode. EN 1990 Eurocode 0: Basis of structural design EN 1991 Eurocode 1: Actions on structures EN 1992 Eurocode 2: Design of reinforced concrete structures EN 1995 Eurocode 3: Design of steel structures EN 1995 Eurocode 5: Design of timber structures EN 12572-1: Artificial climbing structures – Part 1: Safety requirements and test methods for ACS with

protection points EN 15567-1: Sports and recreational facilities – Rope courses – Part 2: Construction and safety

requirements LOAD ACTIONS

Self load weight of the construction is taken into account by software (RadimpexTower 6) Dead load wooden deck (0,35 kN/m2), elements of polygon (1,2 kN per element) Live load on platforms (2,0 kN/m2) on ZIP line (6,0 kN – single rope zip line with fall factor over 0,5) on elements (3,0 kN – user load on elements where a fall

factor can not be sustained) Live load WIND vb,0 = 25 m/s MATERIAL

Solid timber class strength class C24 Steel S 235 (fu = 235 N/mm2) Concrete C25/30 Steelreinfocement S500 Plywood birch Cables fu = 1770 N/mm2 FABRICATION AND ERECTION

The structural stability should be assured at all structural erection phases. Janko Mele, u.d.i.g. Simon Kogoj, u.d.i.g. Vrhnika, January 2019.

STRUCTURAL ANALYSIS

INVESTOR: / OBJECT: ADRENALIN PARK SKOPJE MACEDONIA Vrhnika (Slovenia), January 2019.

Input data - Structure

Tower - 3D Model Builder 6.0 Radimpex - www.radimpex.rsRegistered to ...

ADRENALIN PARK S K O P J E

WOODEN TOWER

Isometric

Level schemeName z [m] h [m]

12.00 2.809.20 3.006.20 1.70

Name z [m] h [m]4.50 1.303.20 3.200.00

Table of materialsNo Material name E[kN/m2] [kN/m3] t[1/C] Em[kN/m2] m1 C 25/30 3.100e+7 0.20 25.00 1.000e-5 3.100e+7 0.202 Les-Iglavci-Masiven les 1.000e+7 0.20 5.00 1.000e-5 1.000e+7 0.203 Jeklo 2.100e+8 0.30 0.00 1.000e-5 2.100e+8 0.30

Slab setsNo t[m] e[m] Material Analysis type Orthotropy E2[kN/m2] G[kN/m2] 0.350 0.175 1 Thin slab Isotrophy 1.000 0.500 1 Thin slab Isotrophy

Area support setsSet K,R1 K,R2 K,R31 1.000e+10 5.000e+3 5.000e+3



Beam sets

Set: 1 Section: b/d=35/35, Approx. eccentricity

3

2

35

35

[cm]

T

Mat. A1 A2 A3 I1 I2 I32 - Les-Iglavci-M... 1.225e-1 1.021e-1 1.021e-1 2.113e-3 1.251e-3 1.251e-3


3

2

14

24

[cm]

T



3

2

40

105

[cm]

35

T

Mat. A1 A2 A3 I1 I2 I31 - C 25/30 4.200e-1 3.500e-1 3.500e-1 1.703e-2 5.600e-3 3.859e-2

Set: 4 Section: D=1.2, Truss element - nonlinear - (withstand tension only), Approx. eccentricity

3

2

1.2

[cm]

T

Mat. A1 A2 A3 I1 I2 I33 - Jeklo 1.131e-4 1.018e-4 1.018e-4 2.036e-9 1.018e-9 1.018e-9


3

2

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35

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T




b/d=14/24

b/d=14/24

b/d=14/24

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b/d=14/24

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b/d=

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b/d=14/24

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d = 1.

00 m

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00 m

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05 0

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3.00

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2.80

F

Frame: H_1



b/d=

35/3

5b/

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/35

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5b/

d=35

/35

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5b/

d=35

/35

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35/3

5b/

d=35

/35

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5b/

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/35

b/d=35/35 b/d=35/35

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5b/

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/35

0

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1

A

3.20

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1.30

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1.70

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3.00

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2.80

F

Frame: H_2

b/d=14/24

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b/d=14/24

0

4.0

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1

A

3.20

B

1.30

C

1.70

D

3.00

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2.80

F

Frame: H_4

b/d=40/105

b/d=14/24

b/d=14/24

b/d=14/24

0

4.0

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1

A

3.20

B

1.30

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1.70

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3.00

E

2.80

F

Frame: V_3

b/d=

35/3

5b/

d=35

/35

b/d=35/35

b/d=35/35

b/d=

35/3

5b/

d=35

/35

b/d=35/35

0

4.0

0

1

A

3.20

B

1.30

C

1.70

D

3.00

E

2.80

F

Frame: V_6



D=1.2

b/d=

35/3

5b/

d=35

/35

b/d=

35/3

5b/

d=35

/35

b/d=

35/3

5b/

d=35

/35

b/d=

35/3

5b/

d=35

/35

0

4.0

0

1

A

3.20

B 1.30

C 1.70

D

3.00

E

2.80

F

Frame: V_1

b/d=14/24

b/d=14/24

b/d=14/24

0

4.0

0

1

A

3.20

B 1.30

C 1.70

D

3.00

E

2.80

F

Frame: V_5

D=1.2

b/d=

35/3

5b/

d=35

/35

b/d=

35/3

5b/

d=35

/35

b/d=

35/3

5b/

d=35

/35

b/d=

35/3

5b/

d=35

/35

0

4.0

0

1

A

3.20

B 1.30

C 1.70

D

3.00

E

2.80

F

Frame: V_2

b/d=40/105

b/d=14/24

b/d=14/24

b/d=14/24

0

4.0

0

1

A

3.20

B

1.30

C

1.70

D

3.00

E

2.80

F

Frame: V_4

Input data - Load


TOWER LOADSPLATFORM, SELF+DEAD LOADWood boards 0,05 m x 7 kN/m3 = 0,35 kN/m1

g = 0,35 kN/m2Self load is taken into account automamatically!LIVE LOADPlatforms = 2,00 kN/m2

p = 2,00 kN/m2LIVE LOAD WINDSee next page.

POLYGON EXERCISESDEAD LOADElements approx. = 1,20 kN/element

LIVE LOAD1 person/execise = 3,00 kN

ZIP LINEDEAD LOADTension in steel wire = 10,0 kN

LIVE LOADSingle rope zip line ‐ fall factor > 0,5 = 6,00 kN

For reactions from steel wires (exercises, ZIP line) see calculations ahead.

STAIRCASEFor reactions on tower ‐ see calculation of staircase.

Load cases listNo Name1 g self load (g)2 gD dead load3 p live load4 vy wind y5 vx wind x6 Comb.: I+II+III7 Comb.: I+II+IV8 Comb.: I+II+V9 Comb.: I+II+III+IV

No Name10 Comb.: I+II+III+V11 Comb.: 1.35xI+1.35xII+1.5

xIII+0.9xIV12 Comb.: 1.35xI+1.35xII+

+1.5xIII+0.9xV13 Comb.: 1.35xI+1.35xII+1.5

xIV14 Comb.: 1.35xI+1.35xII+1.5xV

• CII GRADBENI BIRO'

/M\~~~s.p. št. projekta:

OBTEŽBE

Veter - Makedonija

- Temeljna vrednost osnovne hitrosti vetra

Cona 1

- Osnovna hitrost vetra

- Srednja hitrost vetra C0(z)=faktor hribovitosti=

Kategorija terenc;i=

Zo=

Zo, 11=

K,=0,19* (z0/Z0 11 )0•07 =

Z= '

25 m/s

1

1

25 m/s

1

II

0,05 m

0,05 m

0,1900

9,8 m Cr(z)=faktor hrapavosti=K,*ln(z/z0) · 1,0028

Vm(z)=C,(z)*C0(z)*Vb 25,0710 m/s

tlak pri največji hitrosti ob sunkih vetra

p=

lv(z)=kl/( c0(z) *ln(z/z0) )=

qb = p*V2b/2=

qp(z)=(l + 7*1v(z))*p/2 *V2 m(z)=

1

1,25 kg/m3

0,1895

0,390625 kN/m2

0,914 kN/mL

št. lista:

iz tabele

priporočilo

priporočilo

iz tabele 4.1

iz tabele 4.1

max. višina objekta

4.5 izraz (4.8) str 20

ce(z)= 2,339 ... kontrola na 4.2

... tlak vetra

horizontalna obtežba - na stene

slika 7.4 build ing face

b

h-b

1 b < h s:. 2b 1 h b

reference height

shape of profile of velocity pressure ·

• d Elevation fare ~ 5d

wind 1 A 1 s ' lh - /),;,wlr/,////,//,//////////J/zw

J;.15 ,i, d-e/5 :J

preglednica 7.1

A B C o E hld Cpe,1 0 c,..,, Cpe ,10 Cpe,1 C pe, 10 1 C pe,1 Cpe,10 Cpe,1 Cpe,10

-1,2 -1 ,4 -0,8 -1 ,1 -0 ,5 +0,8 +1 ,0 -0 ,7

-1 ,2 -1 ,4 -o;s -1 ,1 ·

1 ARCHITECTURE...1/1 ADRENALIN PARK SKOPJE, MACEDONIA Ljubljana, January 2019 1.1 TITLE PAGE 1 –...

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Transcript of 1 ARCHITECTURE...1/1 ADRENALIN PARK SKOPJE, MACEDONIA Ljubljana, January 2019 1.1 TITLE PAGE 1 –...