Strengthening fundamentals

CODEUDESCRIPTIONPRICE
RE0081m

Empresillt PNL-pillar 40x40 cm 100.10 mm

Strengthening support hormgón armed rectangular dimensions 40x40 cm confinement lattice of four standardized profiles hot rolled steel PNL-S275 100.10 mm 15 kg / m according to UNE 10025-2 willing to support the edges and joined in platabandes all four sides by metal welded joint in situ, each 25 cm by constriction cooling even contribution of welding material according to UNE-EN ISO 2560, worked and placed.

254,83 €
RE0478m

Chopped and disposal ceramic slab for strengthening Mecanoviga MVV

Chopped plastering the walls in horizontal base slippers joists that have to be reinforced or to stop completely healthy eyes and clean the underside of the same for the correct connection between them and the system reinforcement used, even the proportion of necessary demolition of rivers entrebigat curved forged for the proper implementation of actions to reinforce the beams depending on the system used, cleaning, collection and loading debris on foot cargo .

9,48 €
RE0215u

Strengthening collar based on concrete pillar 25x25 cm, with PNL40.4

Base reinforced concrete pillar dimensions 25x25 or diameter 25 cm with metal collars of PNL-angle 40.4 mm hot rolled S275 steel, joined together by welding, including welding and in situ filling of space between concrete and steel with a layer of 1.5 mm epoxy two components.

124,73 €
RE0306m

Reinforcing beam of wood with metal xapons 8 mm thick

Strengthening wooden beam section varies forged, by means of lateral confinement for his greater dimension, with two metal xapons 8 mm thick, of hot rolled steel S275JR according to UNE-EN 10027, faced about the sides of the timber, and received four interns per screws, washers and nut screwed with torque wrench on drills practiced on healthy wood.

RE0484m

Reinforcement of brick columns, structural mortar

Strengthening massive brick columns previously removed siding and brick factories disconnect access to the largest possible area of ​​these, work is expected to possibly make the necessary stages. Strengthening involve filling by injection or casting mortar MAPE ANTIQUE AND superfluid type of existing cracks. The regularization of support by applying the brick mortar regularization MAPE ANTIQUE STRUTTURALE NHL and the application of the reinforcement mesh with fiberglass MAPEGRID G120 embedded between two layers of mortar PLANITOP HDM restaurant. This applied across the length and circumference of the column, and always following the guidelines and criteria prescribed by the manufacturer of the materials

RE0486m

Reinforcing wrought MVV, Mecanoviga, 4.00 to 4.50 ml

Functional replacement by unidirectional beam in wrought-profile telescopic extendable with zippers strain adjustment for maximum light lights between 4,00m and 4,50m. The profile is made of three parts and built in steel and zinc dichromate finish in gold, with plate thickness of 4 mm and 6 mm in extremes in power. Type MVV, supported by cartel with chemical anchoring with threaded rods M12x125 with nut and washer for mounting screws or using special system of support on UPN existing profile. With two-component resin supply threaded rods and mortar Mecanoviga according to specifications. Before the plaster is removed and then the vertical surface by type of wrought remove the cells of the slab is ceramic or concrete, will prepare the vertical surface for receiving anchors cartelasy in the case of support walls is performed under the given concrete beam, which serve to burden sharing and anchor point of the cartel system support. Later proceed to assemble the MVH. MVV rear mounting profile with its sealing pouring self-leveling mortar being finally absorbed the existing beam. Measure the length of beam reinforced.

RE0316

Reinforcing wrought wooden its upper face by metal parts.

Reinforcing beams and wooden beams forged by placing, in its upper, 6.5 kg / m piece of steel UNE-EN 10025 S275JO composed of hot rolled series L, LD T, round, square, rectangular plate with anti-corrosive primer coat, worked in the workshop; anchored to the beam 10 fasteners per linear meter wooden-made screws threaded galvanized steel, 7 mm in diameter and 90 mm in length; ataconat between the beam and the piece of metal reinforcing cement mortar M-15; refilled with metal reinforcements from lightweight concrete HLE-25 / B / 10 / IIa density between 1200 and 1500 kg / m³ (minimum cement 275 kg / m³), ​​made central; ME placement of mesh 20x20 Ø 5-5 B 500 T 6x2,20 UNE-EN 10080, and poured extended 4 cm layer of concrete HA-25 / B / 12 / IIa made central cupola and poured with . Even w / w of the walls crushed in support of the delivery of the beam to receive the profile; running grooves on the upper face of the joists using chainsaw to assemble them into the metallic reinforcement; deliveries of solid metal parts on the wall; cleaning the upper face of the floor and repair work on damage caused by many reasons for transport, handling or assembly. Not including demolition of the existing layers on the upper surface of the wooden beams, or clean and sanitized the joists.

142,46 €
RE0304

Reinforcing wrought IPE120-140-160 profile.

Reinforcing wrought comprised: - Shoring of the affected area to repair, if necessary. - Demolition of walls affected a height not exceeding 35-40 cm. (Removal of debris, loading and transport to landfill) even replacement of the same and other once the reinforcement. - Chopped coating beams along the entire length, removal of debris, loading and transporting debris to landfill. - Diverting electricity or plumbing installations affected. - Lifting materials. - Placement with ancleje chemical metal plates posttensió model SP3500 home HERMS com- mercial S.A. by anchor studs previous location pachòmetre with armor, seated upon layer of mortar without retraction - Installation of metal profile steel A-42b with slight pressure and shoring up spilled mortar on the upper wings. - Removal of shoring. - Painted beams and plates of at least 70 micron layer of primer anti-corrosive zinc phosphate, prior review and adjustment by hand soldering. - Repainting final clorocautxú with minimum thickness of 60 microns. - Protection of metallic elements (profiles and plates) by projection of rock wool or similar with a minimum thickness of 3 cm. in all its contour. Note: Profiles metallic reinforcement will IPE140 for lamps of up to 3.60 m, IPE160 for lights between 3.60 and 4.20 m, IPE180 for lights between 4.20 and 4.90 m, for IPE200 lights above 4.90 m.CRITERIO measurement: considering applying a percentage interest of 70 cm between the joists, and the impact is viguet 1.43 ml / m² wrought

193,97 €
RE0477m

Structural reinforcement of beams reinforced with structural screed mortar

Strengthening of reinforced concrete beam 12 cm soul through concrete screed 6-8 cm in width and 12 cm lower surface, made with structural repair mortar PCC4 Aplicatec fluid or similar Sika Monotop PCC50 or Prompamsa Beteca 600 or similar spill inside of U-shaped metal profile, 120x80x4 mm section, as a formwork of variable plotted and overlapping profiles with metal profile telescoópico propped on wooden sleeper, 1 m each, after brushing beam removal of coatings and plaster or mortar, repair the surface passivation of armor mortar inhibitor corrrosión period or similar type, application of resin bonding or similar read rate, available Nuea armor reinforcement rods with two 12 mm armor overlapping the anchor wall support with drilling and injection of epoxy-acrylate type Beteca N or similar arrangement of rings of 4 mm diameter shaped U anchored to the support beam, arranged every 3rd cm, resin and attached to the new armor longuitudinal, preparation of the formwork and poured mortar structural regrowth by machine bombeadorra for imnyección; ataconat lateral release agent and mortar structure. Acer UNE-EN 10080 S 500 B with an amount of 3 kg per linear meter. Even w / w of crushed and cleaned the underside of the beam to re-grow; direct connection of longitudinal reinforcement through original reinforcement brackets welded properly with each other; cleaning the surface of the concrete; applying a continuous layer of adhesive thixotropic two component epoxy resin based on the surface of hardened concrete; formwork assembly; poured concrete; formwork dismantling and cleaning of debris generated.

RE0302m

Structural reinforcement forged pipe system Herms CR DIT 289 / R 100x100x4.

Reinforcing wrought comprised: - Shoring of the affected area to repair, if necessary. - Demolition of walls affected a height not exceeding 35-40 cm. (Removal of debris, loading and transport to landfill) even replenishing it once held reinforcement. - Chopped coating beams along the entire length, removal of debris, loading and transporting debris to landfill. - Diverting electricity or plumbing installations affected. - Lifting materials. - Priming the underside of the beam of concrete with epoxy resin Sikadur 32 FIX. - Installation of concrete beam in each of the first row of M8 70 mm long bath prior epoxy resins. - Placement with ancleje chemical metal plates posttensió house commercial HERMS S.A. - Installation of metal profile galvanized steel tubes and 100x100x4 90x90x4 with two rows of upper metal connectors - System HERMS D.I.T. 289 (together by screws socket with a minimum of 45 cm), with a top layer of mortar controlled retraction SIKA TOP 122 until after the spill the sides award posttensió screws - available two lines of barriers AEH-B500SD corrugated steel 10mm on each side of the joints between the sections of beam extentible - Delete shoring. - Protection of metallic elements (profiles and plates) by projection of rock wool or similar with a minimum thickness of 3-4 cm. in all its contour.

137,87 €
RE0303

Structural reinforcement forged pipe system Herms CR DIT 289 / R, 100x100x4.

Reinforcing wrought comprised: - Shoring of the affected area to repair, if necessary. - Demolition of walls affected a height not exceeding 35-40 cm. (Removal of debris, loading and transport to landfill) even replenishing it once held reinforcement. - Chopped coating beams along the entire length, removal of debris, loading and transporting debris to landfill. - Diverting electricity or plumbing installations affected. - Lifting materials. - Priming the underside of the beam of concrete with epoxy resin Sikadur 32 FIX. - Installation of concrete beam in each of the first row of M8 70 mm long bath prior epoxy resins. - Placement with ancleje chemical metal plates posttensió house commercial HERMS S.A. - Installation of metal profile galvanized steel tubes and 100x100x4 90x90x4 with two rows of upper metal connectors - System HERMS D.I.T. 289 (together by screws socket with a minimum of 45 cm), with a top layer of mortar controlled retraction SIKA TOP 122 until after the spill the sides award posttensió screws - available two lines of barriers AEH-B500SD corrugated steel 10mm on each side of the joints between the sections of beam extentible - Delete shoring. - Protection of metallic elements (profiles and plates) by projection of rock wool or similar with a minimum thickness of 3-4. Measurement criteria: Applies considering a percentage interest of 70 cm between the joists, and the impact is viguet 1.43 ml / m² forged.

197,15 €
RE0305m

Reinforcing wrought profile IPE-120/140

Reinforcing wrought comprised: - Shoring of the affected area to repair, if necessary. - Demolition of walls affected a height not exceeding 35-40 cm. (Removal of debris, loading and transport to landfill) even replacement of the same and other once the reinforcement. - Chopped coating beams along the entire length, removal of debris, loading and transporting debris to landfill. - Diverting electricity or plumbing installations affected. - Lifting materials. - Placement with ancleje chemical metal plates posttensió model SP3500 home HERMS com- mercial S.A. by anchor studs previous location pachòmetre with armor, seated upon layer of mortar without retraction - Installation of metal profile steel A-42b with slight pressure and shoring up spilled mortar on the upper wings. - Removal of shoring. - Painted beams and plates of at least 70 micron layer of primer anti-corrosive zinc phosphate, prior review and adjustment by hand soldering. - Repainting final clorocautxú with minimum thickness of 60 microns. - Protection of metallic elements (profiles and plates) by projection of rock wool or similar with a minimum thickness of 3 cm. in all its contour. Note: Profiles metallic reinforcement will IPE140 for lamps of up to 3.60 m, IPE160 for lights between 3.60 and 4.20 m, IPE180 for lights between 4.20 and 4.90 m, for IPE200 lamps than 4.90 m.

125,14 €
RE0216m

Metal reinforcement concrete pillar 25x25 cm, with PNL40.4

Strengthening support rectangular concrete dimensions of 25x25 cm confinamiemto lattice of four standardized profiles hot rolled steel S275 PNL-40.4 mm 2.42 kg / m according to UNE 10025-2 willing to support the edges and joined in platabandes all four sides by metal welded joint in situ, each 25 cm by constriction cooling even contribution of welding material according to UNE-EN ISO 2560, worked and placed.

311,12 €
RE0254u

Galvanized metal grille for ventilation, 20x20 cm, exteriors.

Galvanized metal grille for ventilation outside or inside false ceilings size 20x20 cm, including opening holes in exterior cladding, supply and installation, fully installed.

39,86 €