Reinforcement of foundations

CodeUDescriptionPrice
RE0081m

Pillar 40x40 cm PNL-100.10 mm

Reinforcement of rectangular support of reinforced concrete 40x40 cm for trellising confinement of 4 standardized liquid steel profiles S275 PNL-100.10 mm of 15 kg / m according to UNE 10025-2 arranged in the edges of the support and united support On the four sides by means of metal union plants welded in situ, every 25 cm, by cooling constriction, even contribution of welding material according to UNE-EN ISO 2560, worked and placed.

254,83 €
RE0305m

IPE-120/140 Forged Reinforcement Profile

Forged reinforcement included by: - ​​Shoring of the affected area for repair, of being necessary. - Demolition of the partition affected at an height that does not exceed 35-40 cm. (Removal of rubble, load and transport to landfill) Even the replacement of it and coatings once the reinforcement has been carried out. - Chopped coating beams throughout length, removal of rubble, loading and transportation of rubble in landfill. - Delivery of the installations of electricity or plumbing affected. - Elevation of materials. - Placement with chemical antulation of metallic plates of Postenna Model SP3500 of the Herms S.A Mercial House. Through anchoring tacos prior location of armor with pachometer, sitting on deadlock without retraction - placement of metallic profile of A-42B steel and shore with slight pressure to spill the mortar on the upper wings. - Suppression of shoring. - Painted of beams and plates with layer of at least 70 microns of anticorrosive primer in zinc phosphate, prior review and retouching by hand of welds. - Final repainting in chlorocath with minimum thickness of 60 microns. - Protection of metallic elements (profiles and plates) by means of projection of rock wool or similar with a minimum thickness of 3 cm. in all its contour. Note: Metallic reinforcement profiles will be IPE140 for lights up to 3.60 m, IPE160 for Laurels between 3.60 and 4.20 m, IPE180 for lights between 4.20 and 4.90 m, IPE200 for upper 4.90 m lights.

132,56 €
RE0304

Forged Reinforcement Profile IPE120-140-160.

Forged reinforcement included by: - ​​Shoring of the affected area for repair, of being necessary. - Demolition of the partition affected at an height that does not exceed 35-40 cm. (Removal of rubble, load and transport to landfill) Even the replacement of it and coatings once the reinforcement has been carried out. - Chopped coating beams throughout length, removal of rubble, loading and transportation of rubble in landfill. - Delivery of the installations of electricity or plumbing affected. - Elevation of materials. - Placement with chemical antulation of metallic plates of Postenna Model SP3500 of the Herms S.A Mercial House. Through anchoring tacos prior location of armor with pachometer, sitting on deadlock without retraction - placement of metallic profile of A-42B steel and shore with slight pressure to spill the mortar on the upper wings. - Suppression of shoring. - Painted of beams and plates with layer of at least 70 microns of anticorrosive primer in zinc phosphate, prior review and retouching by hand of welds. - Final repainting in chlorocath with minimum thickness of 60 microns. - Protection of metallic elements (profiles and plates) by means of projection of rock wool or similar with a minimum thickness of 3 cm. in all its contour. Note: Metallic reinforcement profiles will be IPE140 for lights 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, IPE200 for In lights exceeding 4.90 m. Measurement: A percentage is applied considering an interest of 70 cm between beams, and the repercussion is 1.43 ml Viguet / m² forged

205,47 €
RE0478m

Chopped and elimination of ceramic spelling, to reinforce Movv Movement

Plaster plaster in horizontal walls of the base of the beams that will be reinforced or sanished until it is completely and cleans the lower face of it for the correct union between them and the reinforcement system used, even the proportional part From the demolition of the rivers of intergust flower bouquets of slabs for the correct execution of the reinforcement actions of the beams depending on the system used, cleaning, collection and loading of remains on foot.

9,48 €
RE0215u

Reinforcement collar on the basis of 16x25 cm concrete pillar, with PNL40.4

Base of reinforcement of pillar of reinforced concrete 25x25 or diameter 25 cm through necklers of metallic angles PNL-40.4 mm of steel S275 hot laminate, joined by welding, even welding in situ and filling of Space between concrete and steel with a layer of 1.5 mm epoxy resin in two components.

124,55 €
RE0306m

Wooden beam reinforcement with 8 mm thick metallic vessels

Reinforcement of wood beam of variable section according to the forged, by means of lateral confinement for its greater dimension, with two metal veneers of 8 mm thick, hot rolled steel S275JR, according to UNE-EN 10027, faced on The faces of wood, and received with four screws passing per meter, with thread and screwed flywear with dynamometric key, on drills practiced on healthy wood.

RE0484m

Reinforcement of brick columns, with structural mortars

Reinforcement of solid brick columns, previously eliminated the coating and disconnection of brick factories to access the largest possible area of ​​these, works that are possibly necessary for phases. The reinforcement would entail the filling by injection or cast of superfluid maple antique and, of the existing cracks. The regularization of brick support through the application of the Mapa Regularization Map Antique Strutturale NHL and the application of reinforcement system through Mapegrid G120 fiberglass mesh embedded between two layers of Mortar Planitop HDM Restaurant. All this applied throughout the length and perimeter of the column, and always following the indications and criteria prescribed by the manufacturer of materials

RE0486m

Reinforcement of forged MVV, Motoroviga, 4,00-4.50 ml

Functional replacement of unidirectional joining together for an extensible telescopic profile with colisson groups for a maximum light adjustment, with lights between 4.00 m and 4.50 m. The profile is carried out in three sections and is built in simple steel sheet and gilded bicromed, with a thickness of 4 mm leaf at ends and 6 mm in the center. MVV type, supported by poster with chemical anchor and threaded rods M12X125 with thread and washing machine to screw the assembly or through a special support system in the existing UPN profile. With supply of resin of two components threaded rods and mortar according to mechanoviga specifications. Previously, the vertical navy plaster will be eliminated and later according to the type of forging, the part of the cells of ceramics or concrete will be eliminated, the vertical marrow will be prepared to receive the anchors of the cardin and in the case of support on the walls. It will make a concrete matrix under the beam, which will serve as a distribution of loads and anchorage points of the card support system. Subsequently, the MVH assembly will be proceeded. Subsequent assembly of the MVV profile with its sealing to pour the self-leveling mortar being finally embedded the existing beam. Measure the reinforced beam length.

RE0316

Reinforcement of wood forged for its upper face, through metal parts.

Reinforcement of beams and wood forged beams through placement, for their upper face, 6.5 kg / m of steel piece UNE-EN 10025 S275JO composed of hot laminated profiles in series L, LD , T, round, square, rectangular and platinum, with an anticorrosive embroidering layer, worked in workshop; Anchored to the Bigue with 10 fixations per linear meter formed by screws screw-wood steel zincat, 7 mm in diameter and 90 mm in length; attacked between Biga and the metallic piece of reinforcement with mortar of cement M-15; Refilled between metallic reinforcements with light concrete HLE-25 / B / 10 / IIA, density between 1200 and 1500 kg / m³, (minimum quantity of cement 275 kg / m³), ​​manufactured in central; Placement of mesh Electrosoldada Me 20x20 Ø 5-5 B 500 T 6x2,20 UNE-EN 10080, poured and extended layer 4 cm of concrete HA-25 / B / 12 / IIA manufactured in central, and discharge with bucket . Even p / p chopped in the walls of support on the delivery of the Bigueta, to receive the profile; Execution of stretch marks on the upper face of beams, through chainsaw, to attach in them the metallic reinforcement; massive of the deliveries of the metal pieces on the wall; Cleaning the upper face of forging and repair in work of how many flaws originate for reasons of transport, manipulation or assembly. Without including demolition of existing layers on the upper face of wooden beams, or cleaning and sanitation of beams.

142,46 €
RE0477m

Structural reinforcement of the beams with a recreated armed structural mortar

Reinforcement of reinforced concrete beams of 12 cm of soul, recreated reinforced concrete of 6-8 cm on the lower face and width of 12 cm, made with structural repair Mortar PCC4 liquid or similar, Sika monotop PCC50 or Promompa Betec 600 or the like , In the interior U-shaped metallic profile, section 120x80x4 mm, through the lost formwork, variable profiles eclosionate and superimposed, supported by a telescopic metal profile, in a wooden bedroom, every 1 m , brushing the beam and elimination of plaster or mortar coatings, surface repair and passivation of armor with an inhibitory mortar of corrosion type EPOCEM or similar, type of resin response type of bridge bridge or similar, Nuva Reinforcement of disposition with 2 bars of 12 mm, superimposed on the insertion of wall anchorage, with drilling and drilling injection resin epoxy-acrylate resin Betec n or similar, diameter closed 4 mm sorting in the form of U Anchored to the support of the beam, arranged every 30 cm, resi Nats and linked to the new lolutificitudinal reinforcement, preparation of the lost and driven form of the structural mortar recreated by Pumper Machine by injection; Demolded and lateral stuffed with structural mortar. Acer UNE-EN 10080 B 500 S, with an amount of 3 kg of linear counter. Even p / p of chopped and sanitated from the lower face of the beam to recreate; Direct connection of the original longitudinal and reinforcement armor with welded forks conveniently with each other; clean the concrete surface; Application of a continuous layer of thixotropic adhesive of two components based on epoxy resin, on the surface of hardened concrete; Formwork assembly; Download concrete; Disassembly of the formwork and cleaning of the remains generated.

RE0302m

Structural reinforcement forged Herms Tub CR System 289 / R 100x100x4.

Forged reinforcement included by: - ​​Shoring of the affected area for repair, of being necessary. - Demolition of the partition affected at an height that does not exceed 35-40 cm. (Withdrawal of rubble, loading and transportation to landfill) even replacement of the same once the reinforcement has been performed. - Chopped coating beams throughout length, removal of rubble, loading and transportation of rubble in landfill. - Delivery of the installations of electricity or plumbing affected. - Elevation of materials. - Primer of the lower face of concrete joke with epoxadur 32 fixed epoxy resins. - Placement in each concrete beam in a row of M8 connectors of 70 mm long long term in epoxy resins. - Placement with chemical anxic of metallic plates of the commercial house Herms S.A. - Placement of metallic steel profile with galvanized tubes of 100x100x4 and 90x90x4 with 2 rows of metallic superior connectors - Herms D.i.t system. 289 (United by means of fixing screws with a minimum of 45 cm entrapment), with top layer of controlled retraction mortar Sika Top 122 until it spills on the sides after the prize of post-harvest screws - layout 2 lines of bars d ' Corrugated steel 10 mm AEH-B500SD, on each side of the unions between stretches of extentible beam - suppression of shoring. - Protection of metallic elements (profiles and plates) by means of projection of rock wool or similar with a minimum thickness of 3-4 cm in all its contour.

146,12 €
RE0303

Structural reinforcement forged system Herms Tube CR SIT 289 / R, 100x100x4.

Forged reinforcement included by: - ​​Shoring of the affected area for repair, of being necessary. - Demolition of the partition affected at an height that does not exceed 35-40 cm. (Withdrawal of rubble, loading and transportation to landfill) even replacement of the same once the reinforcement has been performed. - Chopped coating beams throughout length, removal of rubble, loading and transportation of rubble in landfill. - Delivery of the installations of electricity or plumbing affected. - Elevation of materials. - Primer of the lower face of concrete joke with epoxadur 32 fixed epoxy resins. - Placement in each concrete beam in a row of M8 connectors of 70 mm long long term in epoxy resins. - Placement with chemical anxic of metallic plates of the commercial house Herms S.A. - Placement of metallic steel profile with galvanized tubes of 100x100x4 and 90x90x4 with 2 rows of metallic superior connectors - Herms D.i.t system. 289 (United by means of fixing screws with a minimum of 45 cm entrapment), with top layer of controlled retraction mortar Sika Top 122 until it spills on the sides after the prize of post-harvest screws - layout 2 lines of bars d ' Corrugated Acer 10mm AEH-B500SD, on each side of the unions between stretches of extentible beam - removal of shoring. - Protection of metal elements (profiles and plates) by means of projection of rock wool or similar with a minimum thickness of 3-4. Measurement criterion: A percentage is applied considering an interference of 70 cm between beams, and the repercussion is 1.43 ml viguet / m² forged.

208,95 €
RE0216m

Metallic reinforcement of 16x25 cm concrete pillar, with PNL40.4

Reinforcement of reinforced concrete reinforcement Rectangular of dimensions 25x25 cm for jealousy confinement of 4 standardized profiles of hot laminated steel S275 PNL-40.4 mm of 2.42 kg / m according to UNE 10025-2 arranged in the edges of the support and together On the four faces by means of metal loops in situ, every 25 cm, for the construction of cooling, including the supply of welding material according to UNE-EN ISO 2560, worked and placed.

310,31 €
RE0254u

Galvanized metallic grill for ventilation, 20x20 cm, outdoors.

Metallic grid galvanized for ventilation outside or interior of false ceilings, of 20x20 cm dimensions, even opening of hollows in exterior closure, supply and placement, totally installed.

39,86 €
RE0588u

Treatment against xylophagous insects in wooden elements (1 ui)

Treatment against xylophagous insects in wood elements, with intervention in 1 inspection unit, consisting in:

984,68 €