Reinforcement - Import export

AVAILABLE HELENA RUBINSTEIN EU CLEAN AND QUALITY CERTIFIED FOR MORE INFORMATION PLEASE DO NOT HESITATE TO CONTACT US.

https://www.europontex.com/wesell.html

Angle diecast zinc. Screws and slot nuts steel. End cap polyamide, fibreglass reinforced. Version Angle painted aluminium tone. Screws and slot nuts electro zincplated. End cap black. Note Suitable for reinforcing profile constructions and for frictional connection of profiles with each other without machining. Can also be used as fastening element (e.g. bracket) for any components. The angles have centring lugs for accurate and twistproof mounting. The centring lugs can be removed if necessary by breaking off i.e. for mounting plates. The open side can be closed off with the end cap.

Reinforced threaded inserts allow threaded holes which have been damaged, torn out or jammed to be used again or to be repaired. This makes it possible to recover scrap and rejects of expensive products. Reinforced threaded inserts are suitable for use in various materials, including light metals and casting. Inserts with internal threads larger than M6 are supplied with four locking pins instead of two. Permissible deviations: The medium tolerance class applies to the threads listed, i.e. 6H for nut threads and 6g for bolt threads. Other dimensions ±0.25 mm. With reinforced threaded inserts we also offer a version with a stronger cross-section for use in applications with greater stress. Technical information see operating instructions for threaded inserts.

60% polyamide, 40% elastane. Vein-friendly comfort-cuffs. Reinforced Toe. With LYCRA®-Fusion-Fiber. LYCRA®-Fusion-Fiber uses a bicomponent-technique which causes outstanding extension properties. It helps to make textiles more ladder-resistant, extends socks’ “life time” and causes an extraordinary well fit. One size – pearl

75% viscose, 22% polyamide, 3% elastane. Hand linked soft seams. Fine 200-needle-quality. Reinforced toe and heal. Viscose made of bamboo cellulose. Being super-soft and breathable viscose made of bamboo cellulose is the perfect innovation for the fabrication of modern textiles. Further on bamboo is a fast growing, renewable material. Therefore textiles made of bamboo viscose are the responsible choice to treat our environment with care. Sizes: 35-38, 39-42, 43-46, 47-49.Colors: black, white, beige, jeans, navy-blue, dark-brown, anthracite

These insulating cases combine electrical insulation with high mechanical strength. As they are resistant to electrolytic corrosion, they are essential for connections between incompatible metals. Material: PA-glass fibre reinforced Colour: black Colour white on written request.

Steel reinforcement is used and necessary for the construction of buildings, concrete structures, formwork, structures, which makes it possible to manufacture a reinforced concrete structure that is stronger and more durable, it is produced at factories in Ukraine with a set length of 12 meters. Depending on the strength requirements for the future building structure, its diameter is selected. For example, for the foundation of a fence, the diameter of the reinforcement can be 8 mm, but for building a house, a thickness of 10 12 mm is required, for bridge cranes 36 40 mm. The surface of the construction reinforcement is made in the form of notches specially for better fixation in concrete. The growth rates of construction in our country and in the world as a whole are constantly increasing. Every day, new materials and advanced technologies appear that significantly improve this process. You can contact us by mail - marketing@stalevar.com or by phone +380675624220.

Dogbone profiles, angle profiles, hat profiles, tubes Rectangular tubes, flat profiles, rods, Customer tailored cuts

ETFE (Tefzel ®) PFA/FEP (Teflon ®) Self -bonding insulated wires 'Coilbond ™' for self-supporting coils

Avoid Risk of Infection Balanced Care Elastic Cuffs

GCS40B 40mm Curved Cutter with Blue Reload GCS40G 40mm Curved Cutter with Green Reload GCR40B 40mm Curved Cutter Blue Reload GCR40G 40mm Curved Cutter Green Reload HAR9F 9cm ultrasonic shears, curved tip for open procedures HAR1120 20cm ultrasonic shears, curved tip with Advanced Hemostasis and Adaptive Tissue Technology for open procedures HAR1136 36cm ultrasonic shears, curved tip with Advanced Hemostasis and Adaptive Tissue Technology for laparoscopic procedures ECHELON CONTOUR™ Curved Cutter reduced risk factors for leaks,1 providing gentle tissue handling and a strong staple line without compromising healing

We can supply variety of Steel, Fire and Security Doors according to your needs.

The Elastofip series includes reinforced elastomeric structural bearings, equipped on top and bottom with mechanical anchors. These are structural bearings consisting of an elastomeric core in which one or more steel laminates are inserted, hot vulcanized to the rubber. The presence of the laminates determines a vertical (axial) stiffening effect and the simultaneous reduction in the rubber swelling. Curing has two purposes: one is to convey the rubber tangential actions to the laminate and the other is to ensure the protection of steel against corrosion. Fixed Elastofip (EF) bearings are a cross between the fixed and free sliding type of bearings, as they permit deformations in all planar directions, but at the same time produce elastic reactions proportional to the deformations. In Elastofip (EM) free sliding bearing types and Guided sliding Elastofip (EU/EU*) longitudinal/transversal bearings, on the contrary, the mutual sliding of plane surfaces, one of stainless steel and the oth

These are structural bearings consisting of an elastomeric core in which one or more steel laminates are inserted, hot vulcanized to the rubber. The presence of the laminates determines a vertical (axial) stiffening effect and the simultaneous reduction in the rubber swelling. Curing has two purposes: one is to convey the rubber tangential actions to the laminate and the other is to ensure the protection of steel against corrosion. Reinforced elastomeric bearings Fixed Elastofip (EF) bearings are a cross between the fixed and free sliding type of bearings, as they permit deformations in all planar directions, but at the same time produce elastic reactions proportional to the deformations. Rotations around any one axis are permitted by the rubber deformability. These bearings are divided into two types: WITHOUT MECHANICAL ANCHORS Neoarm bearings

The Neoarm series includes structural bearings of reinforced elastomer, consisting of an elastomeric block in which steel laminates hot vulcanized to the rubber are inserted on multiple laminates, with the main purpose of minimizing the swelling and slipping of the rubber under load. Neoarm structural bearings in general are used if the span of the beam does not exceed 20 m, if rotations are not extreme, if displacements are small and horizontal thrusts are limited. Nevertheless, they are sometimes made in large dimensions. By vulcanizing a wedge-shaped steel plate to the upper surface of the rubber, it is possible to install this type of bearing under beams of considerable slope. Notes: Even if elastomeric bearings are designed to consider shear movements, they should not be used to oppose permanent resistance against an external shear force applied on a constant basis. This means, for example, that they should be placed horizontally on the plane even if the deck is sloping. Please

These joints are normally made up of an elastomeric structure in which, by a curing process or other technological process, metal profiles are inserted to change, at set points, the stiffness or bearing capacity of the elastomeric structure. There are two main sub-groups depending on the mechanism which is used to obtain the expansion/shrinkage capacity of the joint, namely: by elastic deformation, with shear stress, of appropriately prepared suitable elastomeric areas; by elastic deformation of the elastomeric profiles the designed geometry of which is changed by normally flexural stresses. A characteristic of this type of joints is the presence, at the level of the congested surface, of a series of transverse gaps required for the development of the necessary elastic deformations. TYPES: RAN 50 S GPE 50/100/150 GPE 200/250 GPE 300 GPE 400 RAN P ALFA 25

TYPES: BETA

Original RAN P expansion joint suitable to absorb displacements of the decks up to 1000 (mm) as well as relative rotations between consecutive slab heads and their relative movements both in the vertical and transverse direction consisting of: • CNR 10018/85-compliant modular reinforced rubber pads consisting of a central bridging plate and two side bellows equipped with anti-lift bar, free to move along stainless steel plates, assembled in situ; • mechanical anchoring system consisting of threaded bars or, as an alternative, multidirectional clamps and anchor rods, depending on site requirements; • stainless steel gutter; • "L"-shaped stainless steel profile for under pavement waters drainage; • epoxy mortar strips connecting the joint elements and the bituminous pavement. JOINT TYPE TOTAL MOVEMENT (mm) *X (mm) Y (mm) BRIDGE P. (mm) BELLOWS RAN P 400 400 55 760 220 DOUBLE + SINGLE RAN P 500 500 65 890 270 DOUBLE + DOUBLE RAN P 600 600 75 1040 320 DOUBLE + DOUBLE RAN P 700 700 85

Expansion joint made of: CNR 10018/85-compliant modular reinforced rubber pads consisting of two plates vulcanized to a rubber gap cover of seal and disposal of surface waters; mechanical anchoring system made of steel rawl bolts or multidirectional clamps and anchor rods or threaded bars, depending on site requirements; hypalon gutter; "L"-shaped stainless steel profile for under pavement waters drainage; epoxy mortar strips connecting the joint elements and the bituminous pavement. POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME Binder B Transition strip EPOBLOCK ME 3c C Mortar bedding FIBER-REINFORCED CEMENT MORTAR D M12 Anchoring system E Gutter Hypalon F "L"-shaped drainage profile X5 CrNi 1810-UNI 8317

Expansion joint made of: • CNR 10018/85-compliant modular reinforced rubber pads consisting of a central bridging plate and side bearing elements vulcanized to steel plates; • mechanical anchoring system consisting of threaded bars or, as an alternative, multidirectional clamps and anchor rods, depending on site requirements; • hypalon gutter; • "L"-shaped stainless steel profile for under pavement waters drainage; • epoxy mortar strips connecting the joint elements and the bituminous pavement. JOINT TYPE TOTAL MOVEMENT (mm) HEIGHT H(mm) WIDTH X(mm) GAP Y(mm) ANCHORS Z(mm) GPE 50 50 42 250 *35 75 GPE 100 100 56 366 *60 115 GPE 150 150 83 555 *85 190 length of modular element = 2000 mm
 * average gap POS. DESCRIPTION MATERIAL A Sealant EPOBLOCK ME Granulate B Transition strip EPOBLOCK ME 3C C M16 Anchoring system D Gutter Hypalon E "L"-shaped drainage profile " X5 CrNi 1810-UNI 8317

length of modular element = 1000 mm POS. DESCRIPTION MATERIAL A Transition strip EPOBLOCK ME 3C B M20 Anchoring system C Gutter Hypalon D "L"-shaped drainage profile X5 CrNi 1810-UNI 8317 E Sleeding sheet X5 CrNi 1810-UNI 8317 F Sealant EPOBLOCK ME Granulate

llength of modular element = 1000 mm POS. DESCRIPTION MATERIAL A Transition strip EPOBLOCK ME 3C B M20 Anchoring system C Gutter Hypalon D "L"-shaped drainage profile " X5 CrNi 1810-UNI 8317 E Sleeding sheet X5 CrNi 1810-UNI 8317 F Sealant EPOBLOCK ME Granulate