Design & Construction for High Standard Warehouse Floors Design & Construction Team ibls & DFS NIKOS MARKETIS CEO OFDFS THEODOROS BLIKAS COMMERCIAL MANAGER OF IBLS Doha 3 May 2012
INTRODUCTION The purpose of Seminar Presentation of the Methodology for Design & Construction of Superflat floors for Logistics Centers. The data is part of the methodology followed by our construction team for FRIGOGLASS - COCA COLA Warehouse (Timisoara - Romania). DFS & ibls have been working together for the past ten years in the design and construction of industrial floors, while their cooperation with Durocem initiated in Doha since 2008. The services of the technical group DFS - ibls - Durocem apply to a project since the initial design of the project up to its construction, providing full responsibility guarantees.
INTRODUCTION The purpose of Seminar The services include: A. REQUIREMENTS ANALYSIS - PRELIMINARY STUDY B. FINAL DESIGN C. CONSTRUCTION
INTRODUCTION A. REQUIREMENTS ANALYSIS - PRELIMINARY PROJECT B. FINAL DESIGN THEODOROS BLIKAS COMMERCIAL MANAGER OF IBLS
REQUIREMENTS ANALYSIS I. Warehouse Stock Analysis II. Analysis of Procedures for the handling of Stock III. Evaluation of different storage systems and material handling equipment IV. Location of Operating & Storage Space in the Building
I. Warehouse Stock Analysis Stock level lanalysis / Period SKUs (storage unit) Activity Analysis for the Stock Type * Pallets, type of boxes, display, pieces (dimensions, weight, number, properties) * Lifetime data, production date, batch, compatibility Analysis for the Activity * Transformation of the SKUs Stock Volume Surface of Warehouse * StockLocations (racking location, block stacking location etc.) * Warehouse Locations (Inbound area, dispatch area etc.)
I. Warehouse Stock Analysis Stock level - Product Codes CODE DESCRIPTION Box IN Box OUT Box / Plts Plts IN Plts OUT Vol. Box (m 3 ) Vol. IN (m 3 ) Vol. OUT (m 3 ) Height Plts (m) Aver. Plts (Kg) 3000001 CHOICE ----- 12Χ1 LT 33.525 34.543 72 466 480 0,015 503 518 1,38 945 3000002 CHOICE ----- 27Χ330 ML 63.494 67.908 160 397 424 0,007 419 448 1,35 945 3000003 CHOICE -- PLUS 12X1LT 192.446 181.186 72 2.673 2.516 0,015 2.885 2.716 1,38 945 3000004 CHOICE -- - 8X1,5LT 129.178 125.693 64 2.018 1.964 0,014 1.851 1.801 1,19 842 3000005 CHOICE ---- 0% 12X1LT 108.860 106.059 72 1.512 1.473 0,015 1.632 1.590 1,38 945 3000006 CHOICE ---- FPT 12x1LT 200.269 195.976 72 2.782 2.722 0,015 3.002 2.938 1,38 945 ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Total 3.150.000 2.877.000 75.000 68.500 37.800 34.524 INVENTORY Total Peak Inventory 6.500 PICK FACES Total SKUs 800 RECEIPT VOLUMES Avg Daily Equ Equ Pallets: 300 Plts IN 75.000 Box IN 3.150.000 Plts OUT 68.500 Box OUT 68.500 Box / Plts 42 Avg Daily Equ Pallets (on Monday): 380 Plts / SKU 0-4 pallets 750 12% 5-8pallets 1350 1.350 21% 9-16 plts 1.900 29% 16-32 plts 1.000 15% 32 + plts 1.500 23% total 6.500 38%
I. Warehouse Stock Analysis Diagram of Stock klevel Plts / Day 7.000 6.500 6.000 5.500 5.000 4.500 4.000 3.500 3.000 2.500 2.000 1.500 1.000 500 0 1/12 5/12 9/12 14/12 18/12 22/122 28/122 2/1 7/1 12/11 17/11 21/11 26/1 31/11 4/2 9/2 14/2 18/2 23/22 28/22 4/3 9/3 15/3 19/3 24/3 30/33 4/44 8/4 12/4 16/4 21/4 25/4 29/4 5/55 10/5 14/5 19/5 24/5 28/5
I. Warehouse Stock Analysis Stock Level / Code 40 60 80 40 60 80 100 0 20 1/12 8/12 15/12 22/12 29/12 5/1 12/1 19/1 26/1 2/2 9/2 16/2 23/2 2/3 9/3 16/3 23/3 30/3 6/4 13/4 20/4 27/4 4/5 11/5 18/5 25/5 0 20 1/12 8/12 15/12 22/12 29/12 5/1 12/1 19/1 26/1 2/2 9/2 16/2 23/2 2/3 9/3 16/3 23/3 30/3 6/4 13/4 20/4 27/4 4/5 11/5 18/5 25/5 20 40 60 80 100 0 10 20 30 40 50 0 1/12 8/12 15/12 22/12 29/12 5/1 12/1 19/1 26/1 2/2 9/2 16/2 23/2 2/3 9/3 16/3 23/3 30/3 6/4 13/4 20/4 27/4 4/5 11/5 18/5 25/5 25 30 0 1/12 8/12 15/12 22/12 29/12 5/1 12/1 19/1 26/1 2/2 9/2 16/2 23/2 2/3 9/3 16/3 23/3 30/3 6/4 13/4 20/4 27/4 4/5 11/5 18/5 25/5 20 25 0 5 10 15 20 1/12 8/12 15/12 22/12 29/12 5/1 12/1 19/1 26/1 2/2 9/2 16/2 23/2 2/3 9/3 16/3 23/3 30/3 6/4 13/4 20/4 27/4 4/5 11/5 18/5 25/5 0 5 10 15 1/12 8/12 15/12 22/12 29/12 5/1 12/1 19/1 26/1 2/2 9/2 16/2 23/2 2/3 9/3 16/3 23/3 30/3 6/4 13/4 20/4 27/4 4/5 11/5 18/5 25/5
REQUIREMENTS ANALYSIS II. Analysis Procedures for the handling of Stock -Process Flow Diagrams (PFD) -Activity (import, receipt, pick up, collection, loading, etc) -Definition of activity areas (reception, temporary storage, corridors, etc) -Compatible handling equipment Receiving - Loading (RL) -Compatible material handling equipment (Reach Truck, VNA, etc) Export data for: -Drivers & support personnel procedures -Activity & Storage areas -Storage Equipment & Support -MHE
S04 S01 S5,6,7 S05 S06 S07 S02 S03 S04 S02 S03 S04 S00 S08 S09 S10 S5,6,7 II. Analysis Procedures for the handling of Stock Process Flow Diagrams (PFD) S01 EXPECTED STOCK S01 ΑΝΑΜΕΝΟΜΕΝΟ ΑΠΟΘΕΜΑ A01 W 000) ΦΟΡΤΗΓΑ ΜΕΤΑΦΟΡΑΣ ΕΚΦΟΡΤΩΣΗ ΑΚΕΡΑΙΩΝ ΠΑΛΕΤΩΝ W 000) TRANSPORT TRUCKS L0 A02 ΕΚΦΟΡΤΩΣΗ ΣΥΜΕΙΚΤΩΝ ΠΑΛΕΤΩΝ L0 A03 ΕΚΦΟΡΤΩΣΗ ΚΙΒΩΤΙΩΝ L0 W 001) ΧΩΡΟΣ ΦΟΡΤΟΕΚΦΟΡΤΩΣΗΣ (ΦΕ) L0 - L1 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A04 ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΕΣΗΣ L1 A0 1 UNLOADING ONE-CODE PALLETS L0 A05 ΠΟΙΟΤΙΚΟΣ & ΠΟΣΟΤΙΚΟΣ ΕΛΕΓΧΟΣ L1 W 002) ΧΩΡΟΣ ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΕΣΗΣ (Inbount Area) L1 - L4 L1-L8,9,10 A0 2 UNLOADING MIXED-CODE PALLETS ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A06 ΦΟΡΤΩΣΗΣ L1 -L5,6,7 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A08 ΠΥΚΝΗΣ ΑΠΟΘΗΚΕΥΣΗΣ L0 L4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A07 ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ W 004) ΧΩΡΟΣ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ (Picking Area) L8,9,10 ΑΝΑΤΡΟΦΟΔΟΣΙΑ ΘΕΣΕΩΝ A09 ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ W 005) ΧΩΡΟΣ ΑΠΟΘΗΚΕΥΣΗΣ (Stock Area) L8,9,10-L5,6,7 A0 3 UNLOADING BOXES L0 W 001) RECEIVING LOADING AREA A10 ΣΥΛΛΟΓΗ ΑΚΕΡΑΙΩΝ ΠΑΛΕΤΩΝ A11 ΣΥΛΛΟΓΗ ΚΙΒΩΤΙΩΝ A12 ΣΥΛΛΟΓΗ ΤΕΜΑΧΙΩΝ L5,6,7 W 004) ΧΩΡΟΣ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ (Picking Area) L5,6,7-L2,3,4 ΜΕΤΑΦΟΡΑ ΑΚΕΡ.ΠΑΛΕΤΩΝ ΣΤΟ A13 ΧΩΡΟ ΣΥΓΚΡΟΤ. ΠΑΡΑΓΓΕΛΙΩΝ ΜΕΤΑΦΟΡΑ ΚΙΒΩΤΙΩΝ ΣΤΟ ΧΩΡΟ A14 ΣΥΓΚΡΟΤΗΣΗΣ ΠΑΡΑΓΓΕΛΙΩΝ INTERNAL TRANSPORTATION A0 TO THE TEMPORARY STOCKING 4 S01 AREA L1 ΜΕΤΑΦΟΡΑ ΣΥΜΕΙΚΤΩΝ ΚΙΒ. - A15 ΣΥΓΚΡΟΤΗΣΗΣ ΠΑΡΑΓΓΕΛΙΩΝ L2,3,4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) A0 5 QUALITY AND QUANTITY CONTROL A16 ΣΥΓΚΡΟΤΗΣΗ ΠΑΡΑΓΓΕΛΙΑΣ L1 A17 ΠΟΙΟΤΙΚΟΣ - ΠΟΣΟΤΙΚΟΣ ΕΛΕΓΧΟΣ L2,3,4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) W 002) INBOUND AREA A18 ΦΟΡΤΩΣΗ ΑΠΟΘΕΜΑΤΩΝ L0 W 001) ΧΩΡΟΣ ΦΟΡΤΟΕΚΦΟΡΤΩΣΗΣ (ΦΕ)
S04 S01 S5,6,7 S05 S06 S07 S02 S03 S04 S02 S03 S04 S00 S08 S09 S10 S5,6,7 II. Analysis Procedures for the handling of Stock Process Flow Diagrams (PFD) S01 ΑΝΑΜΕΝΟΜΕΝΟ ΑΠΟΘΕΜΑ W 000) ΦΟΡΤΗΓΑ ΜΕΤΑΦΟΡΑΣ A01 ΕΚΦΟΡΤΩΣΗ ΑΚΕΡΑΙΩΝ ΠΑΛΕΤΩΝ L1 - L4 L1- L0 A02 ΕΚΦΟΡΤΩΣΗ ΣΥΜΕΙΚΤΩΝ ΠΑΛΕΤΩΝ L0 A03 ΕΚΦΟΡΤΩΣΗ ΚΙΒΩΤΙΩΝ L0 W 001) ΧΩΡΟΣ ΦΟΡΤΟΕΚΦΟΡΤΩΣΗΣ (ΦΕ) S04 S08 A04 L0 - L1 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΕΣΗΣ L1 A05 ΠΟΙΟΤΙΚΟΣ & ΠΟΣΟΤΙΚΟΣ ΕΛΕΓΧΟΣ A0 6 INTERNAL TRANSPORTATION TO THE LOADING AREA L1 -L5,6,7 A0 8 INTERNAL TRANSPORTATION TO THE DENSE STOCKING AREA S09 L1 W 002) ΧΩΡΟΣ ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΕΣΗΣ (Inbount Area) L4 L8,9,10 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A06 ΦΟΡΤΩΣΗΣ W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) L4 L1 - L4 L1-L8,9,10 L1 -L5,6,7 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A08 ΠΥΚΝΗΣ ΑΠΟΘΗΚΕΥΣΗΣ A09 ΑΝΑΤΡΟΦΟΔΟΣΙΑ ΘΕΣΕΩΝ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ L8,9,10 W 005) ΧΩΡΟΣ ΑΠΟΘΗΚΕΥΣΗΣ (Stock Area) W 003) DISPATCH AREA A0 9 REFEEDING OF PICKING AREA S10 S5,6, 7 L8,9,10-L5,6,7 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A07 ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ W 004) ΧΩΡΟΣ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ (Picking Area) W 005) STOCK AREA A10 ΣΥΛΛΟΓΗ ΑΚΕΡΑΙΩΝ ΠΑΛΕΤΩΝ A11 ΣΥΛΛΟΓΗ ΚΙΒΩΤΙΩΝ A12 ΣΥΛΛΟΓΗ ΤΕΜΑΧΙΩΝ L5,6,7 W 004) ΧΩΡΟΣ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ (Picking Area) L5,6,7-L2,3,4 ΜΕΤΑΦΟΡΑ ΑΚΕΡ.ΠΑΛΕΤΩΝ ΣΤΟ A13 ΧΩΡΟ ΣΥΓΚΡΟΤ. ΠΑΡΑΓΓΕΛΙΩΝ A0 7 INTERNAL TRANSPORTATION TO THE PICKING AREA S5,6, 7 L8,9,10- A14 ΜΕΤΑΦΟΡΑ ΚΙΒΩΤΙΩΝ ΣΤΟ ΧΩΡΟ ΣΥΓΚΡΟΤΗΣΗΣ ΠΑΡΑΓΓΕΛΙΩΝ A15 ΜΕΤΑΦΟΡΑ ΣΥΜΕΙΚΤΩΝ ΚΙΒ. - ΣΥΓΚΡΟΤΗΣΗΣ ΠΑΡΑΓΓΕΛΙΩΝ L2,3,4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) W 004) PICKING AREA A16 ΣΥΓΚΡΟΤΗΣΗ ΠΑΡΑΓΓΕΛΙΑΣ A17 ΠΟΙΟΤΙΚΟΣ - ΠΟΣΟΤΙΚΟΣ ΕΛΕΓΧΟΣ L2,3,4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) A18 ΦΟΡΤΩΣΗ ΑΠΟΘΕΜΑΤΩΝ L0 W 001) ΧΩΡΟΣ ΦΟΡΤΟΕΚΦΟΡΤΩΣΗΣ (ΦΕ)
S04 S01 S5,6,7 S05 S06 S07 S02 S03 S04 S02 S03 S04 S00 S08 S09 S10 S5,6,7 Process Flow Diagrams (PFD) A1 0 ONE-CODE PALLETS COLLECTION S05 S06 S01 ΑΝΑΜΕΝΟΜΕΝΟ ΑΠΟΘΕΜΑ W 000) ΦΟΡΤΗΓΑ ΜΕΤΑΦΟΡΑΣ A1 BOX COLLECTION 1 S07 A01 ΕΚΦΟΡΤΩΣΗ ΑΚΕΡΑΙΩΝ ΠΑΛΕΤΩΝ L0 A02 ΕΚΦΟΡΤΩΣΗ ΣΥΜΕΙΚΤΩΝ ΠΑΛΕΤΩΝ L0 A03 ΕΚΦΟΡΤΩΣΗ ΚΙΒΩΤΙΩΝ L0 W 001) ΧΩΡΟΣ ΦΟΡΤΟΕΚΦΟΡΤΩΣΗΣ (ΦΕ) A1 2 ITEM COLLECTION L0 - L1 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A04 ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΕΣΗΣ L1 A05 ΠΟΙΟΤΙΚΟΣ & ΠΟΣΟΤΙΚΟΣ ΕΛΕΓΧΟΣ L1 W 002) ΧΩΡΟΣ ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΕΣΗΣ (Inbount Area) L5,6,7 W 004) PICKING AREA L1 - L4 L1-L8,9,10 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A06 ΦΟΡΤΩΣΗΣ L1 -L5,6,7 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A08 ΠΥΚΝΗΣ ΑΠΟΘΗΚΕΥΣΗΣ L5,6,7-L2,3,4 L4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) L8,9,10 ΑΝΑΤΡΟΦΟΔΟΣΙΑ ΘΕΣΕΩΝ A09 ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A07 ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ W 004) ΧΩΡΟΣ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ (Picking Area) W 005) ΧΩΡΟΣ ΑΠΟΘΗΚΕΥΣΗΣ (Stock Area) L8,9,10-L5,6,7 A1 3 TRANSPORTATION OF ONE- CODE PALLETS TO THE DISPATCH AREA S02 S03 A10 ΣΥΛΛΟΓΗ ΑΚΕΡΑΙΩΝ ΠΑΛΕΤΩΝ A11 ΣΥΛΛΟΓΗ ΚΙΒΩΤΙΩΝ A12 ΣΥΛΛΟΓΗ ΤΕΜΑΧΙΩΝ A1 4 BOX TRANSPORTATION TO THE DISPATCH AREA S04 L5,6,7 W 004) ΧΩΡΟΣ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ (Picking Area) L5,6,7-L2,3,4 ΜΕΤΑΦΟΡΑ ΑΚΕΡ.ΠΑΛΕΤΩΝ ΣΤΟ A13 ΧΩΡΟ ΣΥΓΚΡΟΤ. ΠΑΡΑΓΓΕΛΙΩΝ ΜΕΤΑΦΟΡΑ ΚΙΒΩΤΙΩΝ ΣΤΟ ΧΩΡΟ A14 ΣΥΓΚΡΟΤΗΣΗΣ ΠΑΡΑΓΓΕΛΙΩΝ A1 5 MIX-CODE BOX TRANSPORTATION TO THE DISPATCH AREA ΜΕΤΑΦΟΡΑ ΣΥΜΕΙΚΤΩΝ ΚΙΒ. - A15 ΣΥΓΚΡΟΤΗΣΗΣ ΠΑΡΑΓΓΕΛΙΩΝ L2,3,4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) L2,3,4 A16 ΣΥΓΚΡΟΤΗΣΗ ΠΑΡΑΓΓΕΛΙΑΣ W 003) DISPATCH AREA A17 ΠΟΙΟΤΙΚΟΣ - ΠΟΣΟΤΙΚΟΣ ΕΛΕΓΧΟΣ L2,3,4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) A18 ΦΟΡΤΩΣΗ ΑΠΟΘΕΜΑΤΩΝ L0 W 001) ΧΩΡΟΣ ΦΟΡΤΟΕΚΦΟΡΤΩΣΗΣ (ΦΕ)
S04 S01 S5,6,7 S05 S06 S07 S02 S03 S04 S02 S03 S04 S00 S08 S09 S10 S5,6,7 II. Analysis Procedures for the handling of Stock Process Flow Diagrams (PFD) S01 ΑΝΑΜΕΝΟΜΕΝΟ ΑΠΟΘΕΜΑ W 000) ΦΟΡΤΗΓΑ ΜΕΤΑΦΟΡΑΣ A01 ΕΚΦΟΡΤΩΣΗ ΑΚΕΡΑΙΩΝ ΠΑΛΕΤΩΝ L0 A1 6 ORDER COMPOSITION S02 A02 ΕΚΦΟΡΤΩΣΗ ΣΥΜΕΙΚΤΩΝ ΠΑΛΕΤΩΝ L0 A03 ΕΚΦΟΡΤΩΣΗ ΚΙΒΩΤΙΩΝ S03 L0 W 001) ΧΩΡΟΣ ΦΟΡΤΟΕΚΦΟΡΤΩΣΗΣ (ΦΕ) L0 - L1 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A04 ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΕΣΗΣ L1 A1 7 QUALITY AND QUANTITY CONTROL S04 A05 ΠΟΙΟΤΙΚΟΣ & ΠΟΣΟΤΙΚΟΣ ΕΛΕΓΧΟΣ L1 W 002) ΧΩΡΟΣ ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΕΣΗΣ (Inbount Area) L1 - L4 L1-L8,9,10 L2,3,4 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A06 ΦΟΡΤΩΣΗΣ L4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) L1 -L5,6,7 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A08 ΠΥΚΝΗΣ ΑΠΟΘΗΚΕΥΣΗΣ L8,9,10 ΑΝΑΤΡΟΦΟΔΟΣΙΑ ΘΕΣΕΩΝ A09 ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ W 003) DISPATCH AREA W 005) ΧΩΡΟΣ ΑΠΟΘΗΚΕΥΣΗΣ (Stock Area) L8,9,10-L5,6,7 ΕΣΩΤΕΡΙΚΗ ΜΕΤΑΦΟΡΑ ΣΤΟ ΧΩΡΟ A07 ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ W 004) ΧΩΡΟΣ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ (Picking Area) A10 ΣΥΛΛΟΓΗ ΑΚΕΡΑΙΩΝ ΠΑΛΕΤΩΝ A11 ΣΥΛΛΟΓΗ ΚΙΒΩΤΙΩΝ A12 ΣΥΛΛΟΓΗ ΤΕΜΑΧΙΩΝ L5,6,7 W 004) ΧΩΡΟΣ ΣΥΛΛΟΓΗΣ ΠΑΡΑΓΓΕΛΙΩΝ (Picking Area) A1 STOCK LOADING 8 S00 L5,6,7-L2,3,4 ΜΕΤΑΦΟΡΑ ΑΚΕΡ.ΠΑΛΕΤΩΝ ΣΤΟ A13 ΧΩΡΟ ΣΥΓΚΡΟΤ. ΠΑΡΑΓΓΕΛΙΩΝ ΜΕΤΑΦΟΡΑ ΚΙΒΩΤΙΩΝ ΣΤΟ ΧΩΡΟ A14 ΣΥΓΚΡΟΤΗΣΗΣ ΠΑΡΑΓΓΕΛΙΩΝ L0 ΜΕΤΑΦΟΡΑ ΣΥΜΕΙΚΤΩΝ ΚΙΒ. - A15 ΣΥΓΚΡΟΤΗΣΗΣ ΠΑΡΑΓΓΕΛΙΩΝ L2,3,4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) W 001) RECEIVING LOADING AREA A16 ΣΥΓΚΡΟΤΗΣΗ ΠΑΡΑΓΓΕΛΙΑΣ A17 ΠΟΙΟΤΙΚΟΣ - ΠΟΣΟΤΙΚΟΣ ΕΛΕΓΧΟΣ L2,3,4 W 003) ΧΩΡΟΣ ΠΡΟΕΤΟΙΜΑΣΙΑΣ ΦΟΡΤΩΣΗΣ (Dispatche Area) A18 ΦΟΡΤΩΣΗ ΑΠΟΘΕΜΑΤΩΝ L0 W 001) ΧΩΡΟΣ ΦΟΡΤΟΕΚΦΟΡΤΩΣΗΣ (ΦΕ)
II. Analysis Procedures for the handling of Stock Diagram of Number of Vehicles Unloading / Day 150 120 90 60 30 0 1/12 4/12 7/12 10/12 14/12 17/12 20/12 23/12 28/12 31/12 5/1 10/1 13/1 17/1 20/1 24/1 27/1 31/1 3/2 7/2 10/2 14/2 17/2 21/2 24/2 28/2 3/3 7/3 10/3 15/3 18/3 22/3 26/3 30/3 2/4 6/4 9/4 13/4 16/4 20/4 23/4 Δευ 26/4 29/4 Τρι Τετ Πεμ Παρ Σαβ Κυρ 4/5 7/5 11/5 14/5 18/5 21/5 25/5 28/5 100 80 Average number of vehicles unloading / Day 60 40 20 0
II. Analysis Procedures for the handling of Stock Diagram of Pallet unloading / Day 600 500 400 300 200 100 0 1/12 5/12 9/12 14/12 18/12 22/12 28/12 3/1 8/1 13/1 18/1 22/1 27/1 1/2 5/2 10/2 15/2 19/2 24/2 1/3 5/3 10/3 16/3 21/3 26/3 31/3 5/4 9/4 14/4 19/4 Δευ 23/4 27/4 Τρι 3/5 Τετ Πεμ Παρ Σαβ Κυρ 7/5 12/5 17/5 21/5 26/5 10.000 8.000 6.000 Pallets Unloading / Day 4.000 2.000 0
II. Analysis Procedures for the handling of Stock Diagram of needed Unloading dock / Day 14 12 10 8 6 4 2 0 1/12 5/12 9/12 14/12 18/12 22/12 28/12 3/1 8/1 13/1 18/1 22/1 27/1 1/2 5/2 10/2 15/2 19/2 24/2 1/3 5/3 10/3 16/3 21/3 26/3 31/3 5/4 9/4 14/4 19/4 23/4 27/4 3/5 7/5 12/5 17/5 21/5 26/5
II. Analysis Procedures for the handling of Stock Diagram of beneficial use of necessary unloading area RL (m2 / h) / Day 350 300 250 200 150 100 50 0 1/12 5/12 9/12 14/12 18/12 22/12 28/12 3/1 8/1 13/1 18/1 22/1 27/1 1/2 5/2 10/2 15/2 19/2 24/2 1/3 5/3 10/3 16/3 21/3 26/3 31/3 5/4 9/4 14/4 19/4 23/4 27/4 3/5 7/5 12/5 17/5 21/5 26/5
II. Analysis Procedures for the handling of Stock Diagram of Number of Vehicles Loading / Day 300 250 200 150 100 50 0 1/12 5/12 9/12 14/12 18/12 22/12 28/12 2/1 7/1 12/1 17/1 21/1 26/1 31/1 4/2 9/2 14/2 18/2 23/2 28/2 4/3 9/3 15/3 19/3 24/3 30/3 4/4 8/4 13/4 18/4 22/4 26/4 30/4 6/5 11/5 16/5 20/5 25/5 30/5 Average number of vehicles Loading / Day 12.000 10.000 8.000 6.000 4.000 2.000 0 Δευ Τρι Τετ Πεμ Παρ Σαβ Κυρ
II. Analysis Procedures for the handling of Stock Diagram of Pallet Loading / Day 1.000 800 600 400 200 0 1/12 5/12 9/12 14/12 18/12 22/12 28/12 2/1 7/1 12/1 17/1 21/1 26/1 31/1 4/2 9/2 14/2 18/2 23/2 28/2 4/3 9/3 15/3 19/3 24/3 30/3 4/4 8/4 13/4 18/4 Δευ 22/4 26/4 Τρι 30/4 Τετ Πεμ Παρ Σαβ Κυρ 6/5 11/5 16/5 20/5 25/5 30/5 200 Pallets Loading / Day 150 100 50 0
II. Analysis Procedures for the handling of Stock Diagram of needed Loading dock / Day 16 14 12 10 8 6 4 2 0 1/12 5/12 9/12 14/12 18/12 22/12 28/12 2/1 7/1 12/1 17/1 21/1 26/1 31/1 4/2 9/2 14/2 18/2 23/2 28/2 4/3 9/3 15/3 19/3 24/3 30/3 4/4 8/4 13/4 18/4 22/4 26/4 30/4 6/5 11/5 16/5 20/5 25/5 30/5
II. Analysis Procedures for the handling of Stock Diagram of beneficial use of the necessary Loading area RL (m2 / h) / Day 600 500 400 300 200 100 0 1/12 5/12 9/12 14/12 18/12 22/12 28/12 2/1 7/1 12/1 17/1 21/1 26/1 31/1 4/2 9/2 14/2 18/2 23/2 28/2 4/3 9/3 15/3 19/3 24/3 30/3 4/4 8/4 13/4 18/4 22/4 26/4 30/4 6/5 11/5 16/5 20/5 25/5 30/5
III. Evaluation of different Storage Systems and MHE Dfiiti Definition of functional areas Receipt, temporary storage, corridors, Manufacturing Processes Activity Storage Racking Area Identification of compatible equipment Static storage (shelves) with Stocks & Procedures Support MHE in combination with: Storage shelves corridors static construction of the MHE, in combination with: Storage shelves, corridors, static construction of the building, height of storage
III. Evaluation of different Storage Systems and MHE Equipment tevaluation Cit Criteria i The characteristics of the stock, number of Stock Locations, Picking Locations, Inventory Level by code, picking method Utilization of Surface Factor K Utilization of Volume Factor C The speed of execution of operations The cost of purchasing and maintaining equipment
III. Evaluation of different Storage Systems and MHE Storage System Back to Back [B2B, Reach Truck Cor. 2,8m] Corridor Collection & Loa ading Corridor Collection & Loa ading Corridor Collection & Loa ading Corridor Collection & Loa ading d d d x Ast Ast(n) y y x Utilization of Surface - Factor (K) Utilization of Volume - Factor (C) Surface - Factor (D) Plt / m 2 / level 0,35 Plt / m 2 1,77 m 2 / Plt 0,57
III. Evaluation of different Storage Systems and MHE Storage System Back to Back [B2B, VNA Cor. 1,8m] d d d Corridor Collection & Loading Corridor Collection & Loading Corridor Collection & Loading Corridor Collection & Loading y x x Utilization of Surface - Factor (K) Utilization of Volume - Factor (C) Surface - Factor (D) Ast Ast(n) y Plt / m 2 / level 0,43 Plt / m 2 2,16 m 2 / Plt 0,46
III. Evaluation of different Storage Systems and MHE Storage System Drive In [D.in, Reach Truck Cor. 3,4m] Χδ Corridor Collection & Loading Corridor Collection & Loading y x Utilization of Surface - Factor (K) Utilization of Volume - Factor (C) Surface - Factor (D) Plt / m 2 / level 0,49 Plt / m 2 2,44 m 2 / Plt 0,41
III. Evaluation of different Storage Systems and MHE Storage System Live Storage & Back to Back [Reach Truck Cor. 3,4m] d d d Corridor Collec ction rridor Load Co Corridor Collec ction x d ΖdΖ As Ast( y Α Ζ Ζ Ζ d Ζ d d d d Ζ A t A y 4 LIVE STORAGE Α x y x Utilization of Surface - Factor (K) Utilization of Volume - Factor (C) Surface - Factor (D) Plt / m 2 / level 0,44 Plt / m 2 2,20 m 2 / Plt 0,45
IV. Location of Operating & Storage Space in Building The process includes DesignforMasterPlan Design for activity location (RL, Inbound, dispatch area, etc) Design for Stock Area "Finalization" of the geometry of the storage rooms (distance pillars, free net, active elements and passivefireprotection, floor traffic vehicles)
PRELIMINARY PROJECT SLAB ON GRADE Standards & materials Standards Materials & Material data Safety Factors Choice of Mt Materials il & Properties Loading Concreting Zone Characteristics Loading Safety Factors Rack Loads Forklift Load
PRELIMINARY PROJECT Standards EN 206 Eurocode 2 Loading Concreting Zone Characteristics Loading Safety Factors Floor Type HF.d01 Slab Length L x (m) 550 5,50 Slab Length L y (m) 41,75 Slab Area (m 2 ) 230 Loads Dead, Racks, Forklift 1,20 Rack Loads Storage System Load per support leg (KN) 90,0000 Wheel Load (KN) 45,20 Forklift Load Vibration Factor 150 1,50 Wheel Design Load (KN) 6.102
PRELIMINARY PROJECT Levelness Specifications DIN 18202 Total Surface Warehouse DIN 15185 VNA Aisles Elevation differences transverse to wheeltrack Distance between wheels, Sp, at given track width, S, in m Difference in level between the wheels in mm, the front axle, for a Truck lift height S = 1,0 1,0< S > 1,2 <S 1,2 <S 1,5 <2,0 <2,0 <6,0 m 2,00 2,50 3,00 3,50 >6,0 m 1,50 2,00 2,50 3,00 DIN 15185, Part 1, Table 1 Flatness tolerances longitudinal to wheeltracks Length of aisle operation VNA in m Flatness tolerance in mm lengthwise of the drive track 1,0 m 2,0 m 3,0 m 4,0 m 2,00 mm 3,00 mm 4,00 mm 5,00 mm DIN 15185, Part 1, Table 2
PRELIMINARY PROJECT Specifications of Use DIN 18560 Oil Resistance DIN 15161 Forklift Stopping
FINAL DESIGN I. Static Analysis of Plate II. Calculation of Positive and Negative Resistance III. Calculation of Resistance Loads and Displacements IV. Resistance Checks V. Shrinkage VI. Plate Dowel Check at Maximum Gap VII. Design Results
FINAL DESIGN Static Analysis of Plate RacksPoint Load Racks Uniformly Distributed Load Forklift Load Max Stresses of Racks & Max Shear Stresses of Racks & Maximum Displacements Forklift Load Combination Forklift kliftload dcombination (Efficiency i Combination)
FINAL DESIGN Characteristic ti diagram of forced plate on elastic foundation Calculation of Loadings & Elongations z a L b Joint Concrete S Flexural Stresses by Walker y and Holland Calculation of Resistance Concentrated Load
FINAL DESIGN Design Results System Components Concrete Quality Concrete Quality: C30/37 Concrete Superplasticizer: Ιndicative type: GLENIUM 11 (BASF) Floor Thickness 250mm Floor Reinforcement: Steel Fibres l/d =25Kg/m3 & A252,, Ιindicative type Dramix RC 65/60 BN Floor Joints Construction Joints: Steel Framework Joints type DUROJOINT.H (DUROCEM) Isolation Joints: Polyethylene 10mm Thick Contraction Joints: Thickness = 6 mm & Depth = 70 mm Contraction Joints Cover: Ιndicative type:sikaflexpro 3WF (SIKA) Curing Hardening membrane Durosealer HP
FINAL DESIGN Technical and Performance Specifications Description of Floor VNA Area, Slab on Grade with Strips Construction Sub base: tolerance + zero, 10 mm Steel Reinforcement: steel mesh, Steel fibers, Auxiliary reinforcement Joints Isolation Joints Free Movement Joints (construction joints) Steel Construction Adjustable Joint
FINAL DESIGN CONSTRUCTION NIKOS MARKETIS CEO OF DFS
FINAL DESIGN DRAWING SLAB ON GRADE WITH STRIPS General Plan
FINAL DESIGN DRAWING SLAB ON GRADE WITH STRIPS 22 Strips 4,40m 5,50m width of Strips 36m length of Strips
FINAL DESIGN DRAWING DETAILS Construction Joints Steel Joint Adjustable Joint
FINAL DESIGN DRAWING DETAILS Reinforcement Auxiliary Reinforcement around column
FINAL DESIGN DRAWING DETAILS Contractions Joints Sawn Joint
FINAL DESIGN DRAWING DETAILS Protection Tube PROTECTION TUBE
FINAL DESIGN DRAWING DETAILS Inductive Cable for VNA Inductive Cable
CONSTRUCTION CONSTRUCTION OF THE FLOOR MATERIAL SUBMITTALS METHOD STATEMENT BILL OF MATERIAL QUANTITIES (BOQ) TIMECHART
CONSTRUCTION MATERIAL SUBMITTALS Slip Membrane (300μm) MESH ø8/10cm Additional Steel Reinforcement (Bars ø12) Isolation Material (10 mm) Steel Construction Joints (CS.J1) Adjustable Construction Joints (CS.J2) Concrete (C30/37) Steel Fibres Sawn Joints Durosealer HP (80gr/m2) Column Protection Protection Tube
CONSTRUCTION METHOD STATEMENT Plant and Equipment Concrete trucks Tools and Equipment Walk Behind Trowels Ride On Trowels JointCutter Machines Curing Pump Survey Instruments Laser Transmitter (Main Unit) Laser Receivers (on Grade Rod and Laser Screed)
CONSTRUCTION METHOD STATEMENT Test Certificates Concrete with approved mix design C37 Steel Joints & Construction Formwork Steel Fibers Durosealer HD Polythene Sheet Site Planning & Preparation Areas Required Joint Cutter Machines Sitemanagement plan, access routes, position of plant and equipment Traffic Management Permits and Certificates required Communicate on Site
CONSTRUCTION METHOD STATEMENT Work Methodology Prior Concreting Isolation Joint Construction Joint Steel Fibers Concrete placement Finishing Curing Densifier Saw Cutting Joint Filling Watch points Survey O i ti R ibilit & S i i Organization,Responsibility & Supervision Work Force
CONSTRUCTION METHOD STATEMENT Quality Assurance Quality Requirements Table Environmental, Safety & Health Risk Assessment Likelihood Vs Severity
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) MEASUREMENT RESULTS MATERIALS m m 2 m 3 Kg Items Slip Membrane (300μm) - 4.140 - - - MESH ø8/10cm - 4.260-33.654 - Additional Steel Reinforcement (Bars ø12) 840 - - 748 - Isolation Material (10 mm) 235-0,59 - - Steel Construction Joints (CS.J1) 98 - - - - Adjustable Construction Joints (CS.J2) 675 - - - - Concrete (C30/37) - - 968 - - Steel Fibres - - - 24.200200 - Sawn Joints 435 - - - - Durosealer HP (80gr/m2) - - - 310 - Column Protection - - - - 7 Protection Tube - - - - 24 Panel Protection 149 - - - -
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) TOTAL AREA (h = 250 mm)
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) Slip Membrane (300μm)
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) IsolationMaterial (10mm)
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) MESH ø8/10cm
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) ADDITIONALSTEEL REINFORCEMENT AREAS 20BARS ø12
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) ADDITIONALSTEEL REINFORCEMENT AREAS 10BARS ø12
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) ADDITIONAL STEEL REINFORCEMENT AREAS 5 BARS ø12
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) STEEL CONSTRUCTION JOINTS (CS.J1)
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) STEEL CONSTRUCTION ADJUSTABLE JOINTS (CS.J2)
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) SAWN JOINTS
CONSTRUCTION BILL OF MATERIAL QUANTITIES (BOQ) COLUMN PROTECTION
CONSTRUCTION TIMECHART COLUMN PROTECTION
CONSTRUCTION SITE FRIGOGLASS - COCA COLA (Timisoara Romania)
CONSTRUCTION QA - QC
CONSTRUCTION TEST SLAB (MOCK UP)
CONSTRUCTION MATERIAL & PRACTICES Isolation Joint Slip Membrane
CONSTRUCTION MATERIAL & PRACTICES Reinforcement
CONSTRUCTION MATERIAL & PRACTICES Additional Steel Reinforcement
CONSTRUCTION MATERIAL & PRACTICES Steel ConstructionJoints
CONSTRUCTION MATERIAL & PRACTICES Adjustable Construction Joints
CONSTRUCTION MATERIAL & PRACTICES Steel Fibers
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
CONSTRUCTION CAST IN PLACE Adjustable Construction Joints
The End Thank You Design and Construction Team ibls & DFS NIKOS MARKETIS CEO OFDFS THEODOROS BLIKAS COMMERCIAL MANAGER OF IBLS Doha 3 May 2012