ДСТУ EN 15620:2015 Системы складские стационарные стальные. Сборно-разборные паллетные стеллажные системы. Допуски, деформации и зазоры (EN 15620:2008, IDT)

ПІДТВЕРДЖУВАЛЬНЕ ПОВІДОМЛЕННЯ

Державне підприємство «Український науково-дослідний і навчальний центр
проблем стандартизації, сертифікації та якості»
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(ДП «УкрНДНЦ»))

Наказ від 03.08.2015 № 87

EN 15620:2008

Steel statics to rage systems - Adjustable pallet racking -
Tolerances , deformations and clearances

прийнято як національний стандарт
методом «підтвердження» за позначенням
 

ДСТУ EN 15620:2015
(EN 15620:2008, IDT)

Системи складські стаціонарні сталеві.
Збірно-розбірні палетні стелажні системи. Допуски, деформації та зазори

З наданням чинності від 2015–11–01

Contents

Foreword

Introduction

1 Scope

2 Normative references

3 Terms and definitions

4 Racking classes

4.1 General

4.2 Class 100, Stacker crane

4.3 Class 200, Stacker crane

4.4 Class 300, Very narrow aisle

4.4.1 General

4.4.2 Class 300A, Very narrow aisle

4.4.3 Class 300 B, Very narrow aisle

4.5 Class 400, Wide aisle and narrow aisle

4.5.1 Class 400, Wide aisle

4.5.2 Class 400, Narrow aisle

5 Wide aisle and narrow aisle - Class 400

5.1 Floor tolerances

5.1.1 Definition of E

5.1.2 Limiting values for E

5.2 Installation tolerances

5.3 Deformation limits

5.3.1 Floor deformations

5.3.2 Beam deformation limits in the Y direction

5.3.3 Frame deformations in the X and Z directions

5.4 Clearances for unit loads and truck handling equipment

5.4.1 Clearances relating to the placement of unit loads

5.4.2 Horizontal lateral and vertical clearances in a bay

5.4.3 Horizontal clearance in the depth

5.4.4 Aisle width dimensions

5.4.5 Clearances for gangways

6 Very narrow aisle - Class 300

6.1 Floor tolerances

6 .1.1 Definition of E, Z and Zslope

6.1.2 Definition dZ and dX

6.1.3 Definition d2Z and d2X

6.1.4 Limiting values of properties

6.2 Installation tolerances

6.2.1 General

6.2.2 Tolerance field of frames in X direction

6.3 Deformation limits

6.3.1 Floor deformations

6.3.2 Beam deformation limits in the Y direction

6.3.3 Frame deformations

6.3.4 Guide rail deformation

6.4 Clearances for unit loads and truck handling equipment

6.4.1 Clearances relating to the placement of unit loads

6.4.2 Horizontal and vertical clearances in a bay

6.4.3 Horizontal clearance in the depth

6.5 Aisle width dimensions

6.5.1 Minimum aisle clearance for truck and load

6.5.2 Lowest unit load

6.6 Pick up and deposit stations

7 Stacker crane classes 100 and 200

7.1 Floor tolerances

7.1.1 Interdependence of rack and crane on local floor level variation

7.1.2 Floor Levelness for stacker crane floors

7.2 Installation tolerances

7.2.1 General

7.2.2 Tolerance field of frames in X direction

7.2.3 Rail fabrication and assembly tolerances

7.3 Deformation limits

7.3.1 Slab deformation due to settling and slab deflection

7.3.2 Beam deformation limitations in the Y direction

7.3.3 Top guide rail deformations

7.3.4 Frame deformations in the X and Z directions

7.3.5 Frame deformations in the X and Z directions for clad rack buildings and wind loads

7.3.6 Elastic shortening of uprights

7.4 Clearances for unit loads and crane handling equipment

7.5 Safety backstop deformations

7.5.1 Deformations

7.5.2 Clearances

8 Warehouse tolerances and deformations

Annex A (informative) Adjustable pallet racking components

Annex В (informative) General safety philosophy

B.1 General

B.2 Wide and narrow aisle width manoeuvring clearance

B.3 Intrusive stacking

B.4 Environments with additional risk

B.5 Truck requirements

B.6 Floor tolerances and deformations

B.6.1 General

B.6.2 Sloping floors

B.6.3 MHE lean

Annex C (informative) Racking measurement surveys

C.1 General

C.2 Agreed grid lines and datum’s

C.3 Principal grid lines and datum's

C.4 Measurement survey reports

C.4.1 General

C.4.2 Measuring conditions

Annex D (informative) Effects of beam hogging and sagging deformations on clearances

D.1 Effects of beam hogging and sagging deformations on clearances X3, X4 and Yi, Y2 and Y3for non cantilevered beams

D.2 Effects of beam hogging and sagging deformations on X3 X4 and Yi, Y2 and Y3 for cantilevered beams (P and D stations)

Annex E (informative) Additional information for determining dimensions and clearances in the depth of the rack (Z direction)

E.1 Placement tolerances in the depth of the rack

E.2 Larger values of Z2a and Z2b

Annex F (informative) Additional information for very narrow aisle trucks in adjustable pallet racking

F.1 General

F.2 Considerations for the Z direction

F.3 Considerations in the Y direction

F.4 Height selection device

F.5 Pick up and deposit (P and D) stations

Annex G (informative) Consideration of tolerances and deformations in determining clearances

G.1 General

G.2 Storage systems other than single deep adjustable pallet racking

Annex H (informative) Top guide rail tolerance recommendations

Bibliography