Pregled nacrta

This document gives the safety requirements and measures for numerically controlled (NC/CNC) boring machines, NC/CNC routing machines and NC/CNC boring and routing machines (as defined in 3.2, 3.3 and 3.4), capable of continuous production use, hereinafter referred to as "machines".
This document deals with all significant hazards, hazardous situations and events, listed in Annex A, relevant to the machines when they are operated, adjusted and maintained as intended and under the conditions foreseen by the manufacturer including reasonably foreseeable misuse. Also, transport, assembly, dismantling, disabling and scrapping phases have been taken into account.
This document is also applicable to machines fitted with one or more of the following devices/additional working units, whose hazards have been dealt with:
—    additional working units for sawing, sanding, assembling or dowel inserting;
—    fixed or movable workpiece support;
—    mechanical, pneumatic, hydraulic or vacuum workpiece clamping;
—    automatic tool change devices.
It is also applicable to machines fitted with edge-banding equipment, even if the relevant specific hazards have not been dealt with.
NOTE      For the risk assessment needed for the edge-banding equipment, ISO 19085-17 can be useful.
Machines covered in this document are designed for workpieces consisting of:
—    solid wood;
—    material with similar physical characteristics to wood (see ISO 19085-1:2021, 3.2);
—    gypsum boards, gypsum bounded fibreboards, cardboard;
—    matrix engineered mineral boards, silicate boards;
—    composite materials with core consisting of polyurethane or mineral material laminated with light alloy;
—    polymer-matrix composite materials and reinforced thermoplastic/thermoset/elastomeric materials;
—    aluminium light alloy profiles;
—    aluminium light alloy plates with a maximum thickness of 10 mm;
—    composite boards made from the materials listed above.
This document does not deal with specific hazards related to:
—    use of grinding wheels;
—    ejection through openings guarded by curtains on machines where the height of the opening in the enclosure above the workpiece support exceeds 700 mm;
—    ejection due to failure of milling tools with a cutting circle diameter equal to or greater than 16 mm and sawing tools not conforming to EN 847‑1:2017 and EN 847‑2:2017;
—    the combination of a single machine being used with other machines (as a part of a line);
—    integrated workpiece loading/unloading systems (e.g. robots).
This document is not applicable to:
—    single spindle hand fed or integrated fed routing machines;
—    machines intended for use in potentially explosive atmosphere;
—    machines manufactured prior to its publication.

This document stipulates measures as well as requirements in respect to performance and safety for winches that are used in agriculture and forestry for logging and skidding work.
It applies to permanently mounted and removable winches and their components, which are mounted on mobile and self-propelled forestry machines as defined in ISO 6814:2009, as well as to winches for forestry mounted on agricultural tractors that are used for forestry work. The document also applies to capstan winches and winches using driving sheaves or driving pulleys for forestry.
It does not apply to winches: 
—      that are used for hoisting or lifting operations;
—      that are used in draglines;
—      that are used in in yarders, unless winches according to 5.17;
—      designed for traction aid purposes;
—      using operating and control voltages ; > 42 V;
—      that are used with log splitters according to EN 609-1.
It applies exclusively to winches that are used for dragging loads on horizontal and inclined ground during logging operations or which are used to support tree felling work.
The significant hazards included in this document are identified in Annex A.
This document is not applicable to winches manufactured before the date of its publication.

Procedure for comparing the colour of a coloured pigment with that of an agreed sample. The procedures described in this document are acceptable but the method using an automatic muller is the reference method. The binder is not specified. It shall be agreed between the interested parties. If no binder is agreed, linseed oil, complying with the specification in ISO 150, should be used. - Replaces ISO/R 787/1:1968.

This document specifies a general method of test for determining the pH value of an aqueous suspension of a sample of pigment or extender.

ISO 29022:2013 specifies a shear test method used to determine the adhesive bond strength between direct dental restorative materials and tooth structure, e.g. dentine or enamel. The method as described is principally intended for dental adhesives. The method includes substrate selection, storage and handling of tooth structure, as well as the procedure for testing.

This specification defines the process applicable to the lubrication with cetyl alcohol of aerospace fasteners such as threaded bolts, blind fasteners, nuts, lockbolts, pins and collars. It defines the product application methods and the relevant quality assurance requirements for the lubrication of the commonly used fastener materials: aluminium alloys, alloy steels, stainless steels, titanium alloys and nickel base alloys.

This document specifies the field of application, the dimensional, the physico-chemical properties and the properties of general hydraulic, mechanical and acoustic design of pipe interrupters with permanent atmospheric vent family D Type C, intended to prevent pollution of potable water by backflow, caused by backsiphoning only.
It is applicable to pipe interrupters with permanent atmospheric vent in denominations DN 10 up to DN 20.
It covers pipe interrupters with permanent atmospheric vent of PN 10 that are capable of working without modification or adjustment:
-  at any pressure, up to 1 MPa (10 bar);
-  with any pressure variation, up to 1 MPa (10 bar);
- in permanent duty at a limited temperature of 65 °C and for maximum 1 h at 90 °C.
It specifies also the test methods and requirements for verifying their characteristics, the marking and the presentation at delivery.
Backflow protection devices integrated in flushing valves are similar to DC and are not covered under this document. The requirements are stated in EN 12541.

This document specifies the requirements for container shells for mobile waste containers with a capacity up to 1 700 l covered by EN 840-1 to EN 840-4.
Only for container shells with volume optimization – CS-VO, the subcontainer is an applicable model.
This document specifies the general performance characteristics of such shells as well as the test methods, and gives recommendations for installation.

This document specifies requirements and describes test methods for deluge valves and their actuators used in water mist systems.
Valves tested according to EN 12259-9 are considered to meet the requirements of this document and its technical documentation.

This document specifies the conditions for the visual inspection of domestic articles made from ceramic, glass, glass ceramic, decorated glass, plastics, rubber, silicones, metal, mineral based and plant-based products, as well as coated or enamelled articles, and others after testing its dishwashing resistance according to the procedures described in the relevant parts of the EN 12875 series.

(1) EN 1993-1-1 gives basic design rules for steel structures using all steel grades from S235 up to and including S700 unless otherwise stated in individual clauses.
(2) It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter “B” after the paragraph number, thus ( )B.

EN 1998-2 is intended to be applied to the design of new bridges in seismic regions. It covers the design of reinforced concrete, steel and composite steel-concrete bridges and provides guidance for the design of timber bridges. 

EN 1998-2 is applicable to the seismic design of bridges exploiting ductility in structural members or through the use of antiseismic devices. When ductility is exploited, this part primarily covers bridges in which the horizontal seismic actions are mainly resisted through bending of the piers or at the abutments; i.e. of bridges composed of vertical or nearly vertical pier systems supporting the traffic deck superstructure. It is also applicable to the seismic design of arched bridges, although its provisions should not be considered as fully covering these cases.

Suspension bridges and masonry bridges, moveable bridges and floating bridges are not included in the scope of EN 1998-2.